| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A multi-direction pushover procedure for seismic response assessment of low-to-medium-rise modern reinforced concrete buildings with special dual system having torsional irregularity
|
Ghayoumian, Golnaz
|
|
|
28 |
C |
p. 1077-1107
|
artikel
|
| 2 |
Analysis of time-dependent seismic fragility of the offshore bridge under the action of scour and chloride ion corrosion
|
Li, Tinghui
|
|
|
28 |
C |
p. 1785-1801
|
artikel
|
| 3 |
An approach for obtaining mechanical property of austenitic stainless steel by using continuous indentation test analysis
|
Xue, He
|
|
|
28 |
C |
p. 2752-2759
|
artikel
|
| 4 |
An approach to the selection of target reliability index of Cable-stayed bridge's main girder based on optimal structural parameter ratio from cost-benefit analysis
|
Zhang, Zhenhao
|
|
|
28 |
C |
p. 2221-2231
|
artikel
|
| 5 |
An approximate closed-form buckling solution for the local skin buckling of stiffened plates with omega stringers: The case of antisymmetric cross-ply and angle-ply laminations
|
Mantzaroudis, V.K.
|
|
|
28 |
C |
p. 1196-1209
|
artikel
|
| 6 |
An efficient curved beam element for thermo-mechanical nonlinear analysis of functionally graded porous beams
|
Rezaiee-Pajand, Mohammad
|
|
|
28 |
C |
p. 1035-1049
|
artikel
|
| 7 |
A new reciprocal linkage for expandable emergency structures
|
Pérez-Valcárcel, J.
|
|
|
28 |
C |
p. 2023-2033
|
artikel
|
| 8 |
An experimental investigation into dispersion of compressive stress in isolated bottle-shaped struts with openings
|
Fazeli Kelareh, Mohammadreza
|
|
|
28 |
C |
p. 1857-1869
|
artikel
|
| 9 |
A novel device to improve robustness of end plate beam-column connections
|
Shaheen, Mohamed A.
|
|
|
28 |
C |
p. 2415-2423
|
artikel
|
| 10 |
A novel optimization approach for bonded tubular gap K-joints made of FRP composites
|
Bharti, Kundan
|
|
|
28 |
C |
p. 2135-2145
|
artikel
|
| 11 |
A numerical investigation on the dynamic response of stiffened plated structures under moving loads
|
Sahoo, Prakash Ranjan
|
|
|
28 |
C |
p. 1675-1686
|
artikel
|
| 12 |
A parametric study of steel-concrete composite beams with hollow core slabs and concrete topping
|
Ferreira, Felipe Piana Vendramell
|
|
|
28 |
C |
p. 276-296
|
artikel
|
| 13 |
Application of ANN to the design of CFST columns
|
Zarringol, Mohammadreza
|
|
|
28 |
C |
p. 2203-2220
|
artikel
|
| 14 |
Application of discrete element method (DEM) in characterization of bond-slip behavior in RC beams with confinement subjected to corrosion
|
Yazarlu, Abbas
|
|
|
28 |
C |
p. 1965-1976
|
artikel
|
| 15 |
A remaining useful life estimation model of drop system based on data driven and Bayesian theory
|
Shi, Dongyan
|
|
|
28 |
C |
p. 329-336
|
artikel
|
| 16 |
A review on modular construction for high-rise buildings
|
Thai, Huu-Tai
|
|
|
28 |
C |
p. 1265-1290
|
artikel
|
| 17 |
Assessment of local earthen bricks in perspective of physical and mechanical properties using Geographical Information System in Peshawar, Pakistan
|
Ali, Mujahid
|
|
|
28 |
C |
p. 2549-2561
|
artikel
|
| 18 |
Assessment of mechanical properties and environmental benefits of using rice husk ash and marble dust in concrete
|
Varadharajan, S.
|
|
|
28 |
C |
p. 389-406
|
artikel
|
| 19 |
A time-domain spectral element method with C1 continuity for static and dynamic analysis of frame structures
|
Han, Lu
|
|
|
28 |
C |
p. 604-613
|
artikel
|
| 20 |
Automatic identification of modal parameters for structures based on an uncertainty diagram and a convolutional neural network
|
Su, Liang
|
|
|
28 |
C |
p. 369-379
|
artikel
|
| 21 |
A Winkler-based model for inelastic response of soil–structure systems with embedded foundation considering kinematic and inertial interaction effects
|
Asadi-Ghoozhdi, Hamid
|
|
|
28 |
C |
p. 589-603
|
artikel
|
| 22 |
Axial behavior of FRP confined low-strength concrete with polyurea
|
Akın, Emre
|
|
|
28 |
C |
p. 1774-1784
|
artikel
|
| 23 |
Axial compressive behavior of new HFC-filled CTS composite walls sheathed with straw-fiber boards
|
Xu, Zhifeng
|
|
|
28 |
C |
p. 2582-2595
|
artikel
|
| 24 |
Axial compressive behaviours of steel–concrete-steel sandwich composite walls with novel enhanced C-channels
|
Yan, Jia-Bao
|
|
|
28 |
C |
p. 407-423
|
artikel
|
| 25 |
Bearing capacity of bolted ball-cylinder joint under uniaxial tensile force
|
Guo, Xiaonong
|
|
|
28 |
C |
p. 562-576
|
artikel
|
| 26 |
Behaviour of steel columns with realistic boundary restraints under standard fire
|
B.D., Rakshith
|
|
|
28 |
C |
p. 626-637
|
artikel
|
| 27 |
Blast loaded plates: Simplified analytical nonlinear dynamic approach
|
Mohammadzadeh, Behzad
|
|
|
28 |
C |
p. 2034-2046
|
artikel
|
| 28 |
Blast pressure analysis due to confined explosion-after effects
|
Choubey, Bishwajeet
|
|
|
28 |
C |
p. 521-536
|
artikel
|
| 29 |
Capacity of unreinforced masonry walls in out-of-plane two-way bending: A review of analytical formulations
|
Chang, Lang-Zi
|
|
|
28 |
C |
p. 2431-2447
|
artikel
|
| 30 |
Caravel meshes: A new geometrical strategy to rationalize curved envelopes
|
Tellier, Xavier
|
|
|
28 |
C |
p. 1210-1228
|
artikel
|
| 31 |
Characterizing flexural behaviour of panel-to-panel connections in cross-laminated timber floor systems
|
Zhang, Sigong
|
|
|
28 |
C |
p. 2047-2055
|
artikel
|
| 32 |
Circular concrete filled steel tubes made of eco-concrete with limestone fines added as cementitious paste replacement
|
Cai, Yancheng
|
|
|
28 |
C |
p. 69-79
|
artikel
|
| 33 |
Comparing pushover methods for irregular high-rise structures, partially infilled with masonry panels
|
Rooshenas, Arash
|
|
|
28 |
C |
p. 337-353
|
artikel
|
| 34 |
Comparison of ALE, LBE and pressure time history methods to evaluate extreme loading effects in RC column
|
Abedini, M.
|
|
|
28 |
C |
p. 456-466
|
artikel
|
| 35 |
Compressive behavior of steel-reinforced concrete-filled circular steel tubular stub columns
|
Zhang, Tao
|
|
|
28 |
C |
p. 863-877
|
artikel
|
| 36 |
Concrete spherical joint contact stress distribution and overturning moment of swing bridge
|
Liu, Tao
|
|
|
28 |
C |
p. 1187-1195
|
artikel
|
| 37 |
Constrained Force Density Method optimisation for compression-only shell structures
|
Liew, A.
|
|
|
28 |
C |
p. 1845-1856
|
artikel
|
| 38 |
Corrigendum to “Study on the interface damage of CRTS Ⅱ slab track under temperature load” [Structures 26 (2020) 224–236]
|
Li, Yang
|
|
|
28 |
C |
p. 2174
|
artikel
|
| 39 |
Cost-effective analysis of textile-reinforced mortar solutions used to reduce masonry infill walls collapse probability under seismic loads
|
Furtado, André
|
|
|
28 |
C |
p. 141-157
|
artikel
|
| 40 |
Cyclic behaviour of precast reinforced concrete sandwich slender walls
|
Rao, G. Appa
|
|
|
28 |
C |
p. 80-92
|
artikel
|
| 41 |
Cyclic performance of RC beam-column joints with mechanical or forging (GPW) splices; an experimental study
|
Kheyroddin, Ali
|
|
|
28 |
C |
p. 2562-2571
|
artikel
|
| 42 |
Cyclic response of rectangular RC columns retrofitted by hybrid FRP sheets
|
Shin, Dong-Hyeon
|
|
|
28 |
C |
p. 697-712
|
artikel
|
| 43 |
Damage assessment of catwalks following the 2016 Kaikōura earthquake
|
Yazdanian, Mohsen
|
|
|
28 |
C |
p. 1977-1990
|
artikel
|
| 44 |
Design and reliability analysis of FRP-reinforced concrete columns
|
Tarawneh, Ahmad
|
|
|
28 |
C |
p. 1580-1588
|
artikel
|
| 45 |
Design formulae for predicting the stress concentration factors of concrete-filled T-joints under out-of-plane bending
|
Matti, Feleb N.
|
|
|
28 |
C |
p. 2073-2095
|
artikel
|
| 46 |
Design of a tuned mass damper for damped structures using an orthogonal-function-based equivalent linearization method
|
Ghaffarzadeh, Hosein
|
|
|
28 |
C |
p. 2605-2616
|
artikel
|
| 47 |
Developing a hierarchical type-2 fuzzy logic model to improve rapid evaluation of earthquake hazard safety of existing buildings
|
Harirchian, Ehsan
|
|
|
28 |
C |
p. 1384-1399
|
artikel
|
| 48 |
Development of hybrid ECC columns subjected to concentric and eccentric loading
|
Al-Sibahy, Adnan
|
|
|
28 |
C |
p. 309-320
|
artikel
|
| 49 |
DFEM of a post-tensioned precast concrete segmental bridge with unbonded external tendons subjected to prestress changes
|
Yuen, Terry Y.P.
|
|
|
28 |
C |
p. 1322-1337
|
artikel
|
| 50 |
Different techniques of steel jacketing for retrofitting of different types of concrete beams after elevated temperature exposure
|
Aldhafairi, Faisal
|
|
|
28 |
C |
p. 713-725
|
artikel
|
| 51 |
Direct performance-based seismic design of strongback steel braced systems
|
Salek Faramarzi, Mohammadreza
|
|
|
28 |
C |
p. 482-495
|
artikel
|
| 52 |
Dual-purpose concrete domes: A strategy for the revival of thin concrete shell roofs
|
Zingoni, Alphose
|
|
|
28 |
C |
p. 2686-2703
|
artikel
|
| 53 |
Ductile and dry exterior joints using CFRP bolts for moment-resisting frames
|
Ngo, Tuan T.
|
|
|
28 |
C |
p. 668-684
|
artikel
|
| 54 |
Earthquake resistant timber panelised structures with resilient connections
|
Hashemi, Ashkan
|
|
|
28 |
C |
p. 225-234
|
artikel
|
| 55 |
Editorial Board (IFC)
|
|
|
|
28 |
C |
p. OFC
|
artikel
|
| 56 |
Effect of cold working on crack growth rate of environmentally assisted cracking of 316L SS
|
Yang, Hongliang
|
|
|
28 |
C |
p. 446-455
|
artikel
|
| 57 |
Effect of direct addition of two different bacteria in concrete as self-healing agent
|
Pourfallahi, M.
|
|
|
28 |
C |
p. 2646-2660
|
artikel
|
| 58 |
Effect of infill walls on behavior of reinforced concrete special moment frames under seismic sequences
|
Jalaeefar, Ali
|
|
|
28 |
C |
p. 766-773
|
artikel
|
| 59 |
Effect of steel braces buckling on inelastic torsion and design prevention of steel braced concrete frame structure
|
Gao, Xiangyu
|
|
|
28 |
C |
p. 1687-1700
|
artikel
|
| 60 |
Effects of column and superstructure irregularity on the seismic response of four-span RC bridges
|
Sajed, Mohsen
|
|
|
28 |
C |
p. 1400-1412
|
artikel
|
| 61 |
Effects of FRP grids on punching shear behavior of reinforced concrete slabs
|
Jafarian, Navid
|
|
|
28 |
C |
p. 2523-2536
|
artikel
|
| 62 |
Effects of incident angles of earthquake sequences on seismic demands of structures
|
Di Sarno, Luigi
|
|
|
28 |
C |
p. 1244-1251
|
artikel
|
| 63 |
Effects of second-order hydrodynamics on an ultra-large semi-submersible floating offshore wind turbine
|
Zhao, Zhixin
|
|
|
28 |
C |
p. 2260-2275
|
artikel
|
| 64 |
Emerging RFID technology in structural engineering – A review
|
Duan, Kang-Kang
|
|
|
28 |
C |
p. 2404-2414
|
artikel
|
| 65 |
Employing an improved cross model cross mode algorithm for damage detection of a steel offshore platform frame using experimental data
|
Zargarzadeh, Ali
|
|
|
28 |
C |
p. 1589-1600
|
artikel
|
| 66 |
Estimating the seismic response of nonlinear structures equipped with nonlinear viscous damper subjected to pulse-like ground records
|
Yaghmaei-Sabegh, Saman
|
|
|
28 |
C |
p. 1915-1923
|
artikel
|
| 67 |
Evaluation of cyclic performance of a novel bracing system equipped with a circular energy dissipater
|
Pachideh, Ghasem
|
|
|
28 |
C |
p. 467-481
|
artikel
|
| 68 |
Evaluation of Plasco Building fire-induced progressive collapse
|
Shakib, Hamzeh
|
|
|
28 |
C |
p. 205-224
|
artikel
|
| 69 |
Evaluation of two crack models for reinforced concrete one-way slabs subjected to bending by means of modal tests
|
Ferreira, Gabriel Soares
|
|
|
28 |
C |
p. 2013-2022
|
artikel
|
| 70 |
Evaluation on the ultimate bearing capacity for laminated bamboo lumber columns under eccentric compression
|
Li, Haitao
|
|
|
28 |
C |
p. 1572-1579
|
artikel
|
| 71 |
Experimental and analytical assessment of different anchorage systems used for CFRP flexurally retrofitted exterior RC beam-column connections
|
Akhlaghi, Alireza
|
|
|
28 |
C |
p. 881-893
|
artikel
|
| 72 |
Experimental and analytical investigation of fiber alignment on fracture properties of concrete
|
Abadel, Aref
|
|
|
28 |
C |
p. 2572-2581
|
artikel
|
| 73 |
Experimental and analytical study of the mechanical and flexural behavior of hybrid fiber concretes
|
Nassani, Dia Eddin
|
|
|
28 |
C |
p. 1746-1755
|
artikel
|
| 74 |
Experimental and numerical investigation of the creep response of precast concrete sandwich panels
|
Huang, Qian
|
|
|
28 |
C |
p. 2096-2110
|
artikel
|
| 75 |
Experimental and numerical investigation on the behavior of hybrid concrete beams reinforced with GFRP bars after exposure to elevated temperature
|
Albu-Hassan, Nuha Hussein
|
|
|
28 |
C |
p. 537-551
|
artikel
|
| 76 |
Experimental and numerical study of precast concrete columns with hybrid bolted splice connections
|
Wang, Guojue
|
|
|
28 |
C |
p. 17-36
|
artikel
|
| 77 |
Experimental and numerical study of seismic performance of high-strength steel fabricated framed-tube structures with replaceable shear links
|
Lian, Ming
|
|
|
28 |
C |
p. 2714-2732
|
artikel
|
| 78 |
Experimental and theoretical studies on the shear performance of innovative box-shape FRP profile-concrete hybrid beams
|
Zhang, Pu
|
|
|
28 |
C |
p. 2772-2784
|
artikel
|
| 79 |
Experimental characterization of monumental brick masonry in Nepal
|
Parajuli, Rishi Ram
|
|
|
28 |
C |
p. 1314-1321
|
artikel
|
| 80 |
Experimental evaluation of the shear capacity of perfobond strips with steel fiber-reinforced mortar in narrow joint structures
|
Nguyen, Minh Hai
|
|
|
28 |
C |
p. 1173-1186
|
artikel
|
| 81 |
Experimental investigation of damaged square short RC columns with low slenderness retrofitted by CFRP strips under axial load
|
Ghoroubi, Rahim
|
|
|
28 |
C |
p. 170-180
|
artikel
|
| 82 |
Experimental investigation of the three-point bending properties of sandwich beams with polyurethane foam-filled lattice cores
|
Taghipoor, Hossein
|
|
|
28 |
C |
p. 424-432
|
artikel
|
| 83 |
Experimental-numerical study on weakened HSS-to-HSS connections using HBS and RBS approaches
|
Akbari Hamed, Arash
|
|
|
28 |
C |
p. 1449-1465
|
artikel
|
| 84 |
Experimental study of insulated sandwich concrete wall connections under cyclic loading
|
Qiao, Wentao
|
|
|
28 |
C |
p. 2000-2012
|
artikel
|
| 85 |
Experimental study on cyclic behavior of hybrid CFRP grids-steel shear walls
|
Song, Xinyu
|
|
|
28 |
C |
p. 496-511
|
artikel
|
| 86 |
Experimental study on the combined shear and bending behaviour of corbel joints in precast concrete segmental inverted-T caps
|
Li, Guoping
|
|
|
28 |
C |
p. 2367-2378
|
artikel
|
| 87 |
Experimental study on the seismic behavior of masonry walls under offshore environment
|
Niu, LiHua
|
|
|
28 |
C |
p. 433-445
|
artikel
|
| 88 |
Experimental verification of a novel anchorage method of CFRP grid in mortar
|
Wang, Bo
|
|
|
28 |
C |
p. 1646-1660
|
artikel
|
| 89 |
Failure mechanisms and cracking performance of T-shaped SCC beam-column connections at top floor: Test results and FE modeling
|
Farrokh Ghatte, Hamid
|
|
|
28 |
C |
p. 1009-1018
|
artikel
|
| 90 |
Fatigue assessment of rib-deck welds in orthotropic steel decks integrating the effect of load dispersal through asphalt surfacing
|
Wang, Qiudong
|
|
|
28 |
C |
p. 1701-1712
|
artikel
|
| 91 |
Feasibility of the analytical model for the splice beam with half-lap joints reinforced with different cross-sections and layout of self-tapping screws
|
Li, Hongmin
|
|
|
28 |
C |
p. 120-126
|
artikel
|
| 92 |
Field testing of vintage masonry: Mechanical properties and anchorage strengths
|
Burton, C.
|
|
|
28 |
C |
p. 1900-1914
|
artikel
|
| 93 |
Finite element investigation on plate buckling coefficients of tapered steel members web plates
|
Ibrahim, Mostafa Mohamed
|
|
|
28 |
C |
p. 2321-2334
|
artikel
|
| 94 |
Fire tests on single-layer aluminum alloy reticulated shells with gusset joints
|
Guo, Xiaonong
|
|
|
28 |
C |
p. 1137-1152
|
artikel
|
| 95 |
Flexural performance of recycled wheat straw ash-based geopolymer RC beams and containing recycled steel fiber
|
El-Sayed, Taha A.
|
|
|
28 |
C |
p. 1713-1728
|
artikel
|
| 96 |
Flexural performance of reinforced concrete beams strengthened with self-compacting concrete jacketing and steel welded wire mesh
|
Tayeh, Bassam A.
|
|
|
28 |
C |
p. 2146-2162
|
artikel
|
| 97 |
Flexural-torsional buckling of cold-formed steel columns with arbitrary cross-section under eccentric axial load
|
Ghandi, Elham
|
|
|
28 |
C |
p. 2122-2134
|
artikel
|
| 98 |
Framework for fragility assessment of reinforced concrete portal frame subjected to elevated temperature
|
Chaudhary, Ranjit Kumar
|
|
|
28 |
C |
p. 2785-2800
|
artikel
|
| 99 |
Framework to optimise two-dimensional DIC measurements at different orders of accuracy for concrete structures
|
Liu, Qifang
|
|
|
28 |
C |
p. 93-105
|
artikel
|
| 100 |
Free vibration modes of rectangular plate under non-uniform heating: An experimental investigation
|
C.M., Twinkle
|
|
|
28 |
C |
p. 1802-1817
|
artikel
|
| 101 |
Free vibration of functionally-graded porous cracked plates
|
Al Rjoub, Yousef S.
|
|
|
28 |
C |
p. 2392-2403
|
artikel
|
| 102 |
High-speed pullout behavior of deep-mounted cfrp strips bonded with a flexible adhesive to clay brick masonry
|
Türkmen, Ö.S.
|
|
|
28 |
C |
p. 1153-1172
|
artikel
|
| 103 |
Hybrid steel/glass fiber-reinforced self-consolidating concrete considering packing factor: Mechanical and durability characteristics
|
Ganta, Jyothi Kumari
|
|
|
28 |
C |
p. 956-972
|
artikel
|
| 104 |
Impact damage assessment in carbon fiber reinforced composite using vibration-based new damage index and ultrasonic C-scanning method
|
Patil, Shreekant
|
|
|
28 |
C |
p. 638-650
|
artikel
|
| 105 |
Impact mitigation of masonry walls with carbon fibre and Auxetic fibre composite renders – A numerical study
|
Asad, Mohammad
|
|
|
28 |
C |
p. 2733-2751
|
artikel
|
| 106 |
Impact of FRP and FRCM on the ductility of strengthened masonry members
|
Ramaglia, Giancarlo
|
|
|
28 |
C |
p. 1229-1243
|
artikel
|
| 107 |
Impact performance of novel multi-layered prepacked aggregate fibrous composites under compression and bending
|
Murali, G.
|
|
|
28 |
C |
p. 1502-1515
|
artikel
|
| 108 |
Influence of malposition on the performance of elastic rail clip: Toe load, stress, and friction
|
Hasap, Anat
|
|
|
28 |
C |
p. 2661-2670
|
artikel
|
| 109 |
Influence of random pit corrosion on axial stiffness of thin-walled circular tubes
|
Yuan, Ye
|
|
|
28 |
C |
p. 2596-2604
|
artikel
|
| 110 |
Influence of soil-structure interaction (SSI) on optimal design of passive damping devices
|
Aydin, Ersin
|
|
|
28 |
C |
p. 847-862
|
artikel
|
| 111 |
Influence of superstructure modeling approach on the response prediction of buildings with LRBs considering heating effects
|
Kanbir, Zafer
|
|
|
28 |
C |
p. 1756-1773
|
artikel
|
| 112 |
Influence of the perforation configuration on dynamic behaviors of multilayered beam structure
|
Almitani, Khalid H.
|
|
|
28 |
C |
p. 1413-1426
|
artikel
|
| 113 |
Intumescent coating thickness effect on the post-heat mechanical properties of composites
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Liang, Wenyan
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28 |
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p. 2056-2072
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| 114 |
Investigate of damage index of coupled steel plate shear walls (C-SPSW) system under seismic loading
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Usefvand, Mahdi
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28 |
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p. 614-625
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artikel
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| 115 |
Investigation of axle-span ratio and moving load speed affecting bridge extreme response using a moving load amplitude spectrum method
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Li, Jinhua
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28 |
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p. 2633-2645
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artikel
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| 116 |
Investigation of over-nonlocal damage and interface cohesive models for simulating structural behaviors of composite UHPC-NC members
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Yuan, Siqi
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28 |
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p. 2617-2632
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artikel
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Investigation on residual displacements for SDOF systems with various initial viscous damping models
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Feng, Zhibin
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28 |
C |
p. 1831-1844
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artikel
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| 118 |
Investigation on the behaviour of CFRP strengthened CHS members under monotonic loading through finite element modelling
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Tafsirojjaman, T.
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28 |
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p. 297-308
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artikel
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| 119 |
Large-deflection analysis of prismatic and tapered beam-columns using the Differential Transform Method
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Areiza-Hurtado, Mauricio
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28 |
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p. 923-932
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Lateral load resisting behavior of steel moment frames with reduced web section (RWS) beams
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Erfani, Saeed
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28 |
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p. 251-265
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artikel
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Lateral-torsional buckling of slender cross-section stainless steel beams
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Šorf, Marek
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28 |
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p. 1466-1478
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artikel
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Manufacturing and structural performance of glass-fiber-reinforced precast-concrete boat ramp planks
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Manalo, A.C.
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28 |
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p. 37-56
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artikel
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Mechanical performance of the grouted lapped double reinforcements anchored in embedded corrugated sleeves
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Chen, Jun
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28 |
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p. 1354-1365
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artikel
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Mitigating mass eccentricity effects on the rotational response of setbacks structures: An analytical solution for linear systems
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Georgoussis, George K.
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28 |
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p. 1539-1556
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artikel
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Moderate water depth effects on the response of a floating wind turbine
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Zhang, Lixian
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28 |
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p. 1435-1448
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artikel
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Moment redistribution and flexural performance of RC continuous T-beams strengthened with NSM FRP or steel bars
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Diab, Hesham M.A.
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28 |
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p. 1516-1538
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artikel
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Multiscale finite element prediction of thermomechanical flexural strength of nanotube-reinforced hybrid smart composite panel bonded with SMA fibre
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Mehar, Kulmani
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28 |
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p. 2300-2310
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Near-surface-mounted retrofitting of damaged/undamaged adobe walls using steel bars: Analytical evaluation of experimental results
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Mirabi Banadaki, Hosein
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28 |
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p. 2111-2121
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New adaptive weight formulations for time-cost optimization
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Toğan, Vedat
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28 |
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p. 2291-2299
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New rational test for reinforced-concrete pipe eliminating subjective crack-width criteria
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Younis, Abdul-Aziz
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28 |
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p. 2507-2522
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Non-linear distributions of bond-slip behavior in concrete-filled steel tubes by the acoustic emission technique
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Li, Hui
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28 |
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p. 2311-2320
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Nonlinear finite elements modeling and experiments of FRP-reinforced concrete piles under shear loads
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Ali, Ahmed H.
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28 |
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p. 106-119
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Numerical analysis of thin-walled round-ended concrete-filled steel tubular short columns including local buckling effects
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Ahmed, Mizan
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28 |
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p. 181-196
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Numerical analysis on fire performance of steel-reinforced concrete-filled steel tubular columns with square cross-section
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Mao, Wen-Jing
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28 |
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p. 1-16
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Numerical and experimental study on the behavior of drilled flange steel beam to CFT column connections
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Parvari, Ali
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28 |
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p. 726-740
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artikel
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Numerical evaluation of a non-ductile RCFMI building subjected to the Canterbury, New Zealand Earthquakes: A case study of the St Elmo Courts building
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Fikri, Rijalul
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28 |
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p. 991-1008
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Numerical investigation on shear strength of tapered perfect end web panels
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Sediek, Omar A.
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28 |
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p. 354-368
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| 138 |
Numerical studies on the progressive collapse resistance of multi-story RC buildings with and without exterior masonry walls
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Nyunn, Sandy
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28 |
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p. 1050-1059
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artikel
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Numerical study on the seismic response of GFRP and steel reinforced masonry shear walls with boundary elements
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Hamzeh, Layane
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28 |
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p. 1946-1964
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On the behaviour of steel CBF for industrial buildings subjected to seismic sequences
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Rinaldin, Giovanni
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28 |
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p. 2175-2187
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On the effect of seismic base isolation on seismic design requirements of RC structures
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Ghasemi, Mahdi
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28 |
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p. 2244-2259
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artikel
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| 142 |
Optimal design of cold-formed steel lipped channel beams: Combined bending, shear, and web crippling
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Gatheeshgar, Perampalam
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28 |
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p. 825-836
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artikel
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Optimal design of pile wall retaining system during deep excavation using swarm intelligence technique
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Taiyari, F.
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28 |
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p. 1991-1999
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| 144 |
Optimal structural control of tall buildings using tuned mass dampers via chaotic optimization algorithm
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Kaveh, A.
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28 |
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p. 2704-2713
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artikel
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Optimization and sensitivity of TMD parameters for mitigating bridge maximum vibration response under moving forces
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Li, Jinhua
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28 |
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p. 512-520
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artikel
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| 146 |
Optimization design of rectangular concrete-filled steel tube short columns with Balancing Composite Motion Optimization and data-driven model
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Thanh Duong, Huan
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28 |
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p. 757-765
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artikel
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Optimum design method for simplified model of outrigger and ladder systems in tall buildings using genetic algorithm
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Alhaddad, Wael
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28 |
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p. 2467-2487
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artikel
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Optimum design of building structures using Tribe-Interior Search Algorithm
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Talatahari, Siamak
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28 |
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p. 1616-1633
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| 149 |
Parametric analysis on flutter performance of a long-span quadruple-tower suspension bridge
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Tao, Tianyou
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28 |
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p. 1108-1118
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| 150 |
Parametric study on skew-curved RC box-girder bridges
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Agarwal, Preeti
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28 |
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p. 380-388
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Performance analysis of semi-rigid connections in prefabricated high-rise steel structures
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Yang, Haibo
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28 |
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p. 837-846
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artikel
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Performance of an innovative anchorage system for strengthening RC beams in adjacency of columns with FRP laminates
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Akbarzadeh Bengar, Habib
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28 |
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p. 197-204
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artikel
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Polyethylene terephthalate fibre-reinforced polymer-confined concrete encased high-strength steel tube hybrid square columns: Axial compression tests
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Zhao, Hong-Chao
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28 |
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p. 577-588
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Prediction of axial load-carrying capacity of GFRP-reinforced concrete columns through artificial neural networks
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Raza, Ali
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28 |
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p. 1557-1571
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artikel
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Prediction of the elastic modulus of concrete with spontaneous-combustion and rock coal gangue aggregates
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Liu, Haiqing
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28 |
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p. 774-785
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Probabilistic model of fatigue damage accumulation of materials based on the principle of failure probability equivalence
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Gao, Jianxiong
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28 |
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p. 659-667
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Progressive collapse design of reinforced concrete frames using structural optimization and machine learning
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Esfandiari, M.J.
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p. 1252-1264
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PSO-LSSVR: A surrogate modeling approach for probabilistic flutter evaluation of compressor blade
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Wang, Bo-Wei
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p. 1634-1645
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Quantile-based versus Sobol sensitivity analysis in limit state design
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Kala, Zdeněk
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p. 2424-2430
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Quantum evolutionary algorithm hybridized with Enhanced colliding bodies for optimization
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Kaveh, A.
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p. 1479-1501
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Rapid determination method of the seismic failure modes of coastal bridge columns in the whole life cycle
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Yuan, Wei
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28 |
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p. 943-955
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Reactive powder concrete-filled steel tube (RPCFT) members subjected to axial tension: Experimental study and design
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Lai, Zhichao
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28 |
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p. 933-942
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Repairing and strengthening of reinforced concrete cantilever slabs using Glass Fiber–Reinforced Polymer (GFRP) wraps
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Ayash, Nehal M.
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28 |
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p. 2488-2506
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Response assessment and prediction of low yield point steel plate shear walls with curved corrugated web plates and reduced beam sections
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Bahrebar, Milad
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28 |
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p. 1729-1745
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RETRACTED: Fatigue reliability assessment for hangers of a special-shaped CFST arch bridge
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Zhuang, Meiling
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28 |
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p. 235-250
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Retrofitting Heat-Damaged concrete beams using different profiles of side NSM CFRP strips
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Haddad, Rami H.
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28 |
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p. 2232-2243
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Safety assessment of the South Oculus of Canterbury Cathedral
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Chaves, Estefanía A.
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p. 1427-1434
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Seismic behavior of braced frames with different connection details to concrete filled tube columns
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Hassan, Maha M.
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p. 2379-2391
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artikel
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Seismic behaviour of full-scale prefabricated RC beam–CFST column joints connected by reinforcement coupling sleeves
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Liu, Yashuang
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28 |
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p. 2760-2771
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Seismic design of structures with yielding dampers based on drift demands
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Garivani, Sadegh
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p. 1885-1899
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Seismic performance and working mechanism of innovate bottom-flange-bolted type through-diaphragm connections
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Yu, Yujie
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p. 1601-1615
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artikel
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Seismic performance assessment of multi-story RC buildings with soft-story collapse mechanism equipped with gapped inclined bracing (GIB)
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Shahsahebi, Amir
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28 |
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p. 2448-2466
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Seismic performance evaluation of assembled GCFST column-section steel beam frames with geopolymer concrete walls
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Zhou, Zhongyi
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28 |
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p. 2537-2548
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artikel
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Seismic performance evaluation of fiber-reinforced concrete bridges under near-fault and far-field ground motions
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Pang, Yutao
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28 |
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p. 1366-1383
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artikel
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Seismic performance of nonlinear soil-structure systems located on soft soil considering foundation uplifting and soil yielding
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Jafarieh, Amir Hossein
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28 |
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p. 973-982
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Seismic strengthening of improperly repaired reinforced concrete columns using CFRP confinement
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Elci, Hasan
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p. 266-275
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Shape optimization of no-tension arches subjected to in-plane loading
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Kimura, Toshiaki
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p. 158-169
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Shear capacity estimation of FRP-reinforced concrete beams using computational intelligence
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Naderpour, Hosein
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28 |
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p. 321-328
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Shear performance of high-strength bolt connector considering different pad and bolt hole
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Zhao, Wei
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28 |
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p. 1291-1300
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Shear strength of reinforced concrete deep beams with large openings strengthened by external prestressed strands
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Khalaf, Mohammed Riyadh
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p. 1060-1076
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Simplified calculation of fire resistant temperature for cold-formed steel load-bearing composite walls
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Ye, Jihong
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p. 1661-1674
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Simplified spectral stochastic finite element formulations for uncertainty quantification of engineering structures
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Yazdani, Abbas
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Simultaneous sizing, shape, and layout optimization and automatic member grouping of dome structures
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Carvalho, José P.G.
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p. 2188-2202
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Static and free vibration analysis of functionally graded CNT reinforced composite plates using trigonometric shear deformation theory
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Singh, Surya Dev
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p. 685-696
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Strategies to increase the survivability of steel connections in fire
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Safari, Pouria
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p. 2335-2354
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Strengthening single-bolt timber joints with externally bonded CFRP composites
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Yang, Jia-Qi
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p. 2671-2685
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artikel
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Stress-strain based method for analysis and design of FRP wrapped reinforced concrete columns
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NadimiShahraki, Kourosh
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28 |
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p. 1818-1830
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Structural analysis for the pneumatic erection of elastic gridshells
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Quinn, Gregory
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Structural damage identification based on modal frequency strain energy assurance criterion and flexibility using enhanced Moth-Flame optimization
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Huang, Minshui
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p. 1119-1136
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Study of natural frequencies of natural rubber cored novel sandwich structure without tip mass
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Gupta, Krishanu
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p. 651-658
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Study on the cyclic bending behaviour of CFRP strengthened full-scale CHS members
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Tafsirojjaman, T.
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p. 741-756
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artikel
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Study on the extended steel plate connection for steel slit shear walls
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He, Liusheng
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28 |
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p. 816-824
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Study on the sickle anchoring joint in external prestressing strengthening of portal frame
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Xin, Yajun
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p. 552-561
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Sustainability-model approach for chloride permeability based on concrete mixture
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Moutassem, Fayez
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p. 983-990
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The analysis on the seismic behavior of T-shaped prefabricated special-shaped CFST with rectangular multi-cell columns
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Cui, Wenbin
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28 |
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p. 803-815
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The effect of curvature angle of curved RC box-girder continuous bridges on their transient response and vertical pounding subjected to near-source earthquakes
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Tamaddon, S.
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28 |
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p. 1019-1034
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The influence of pier height on the seismic isolation effectiveness of friction pendulum bearing for Double-Track railway bridges
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He, Weikun
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The optimum elastica catenary cable
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Wang, C.Y.
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Theoretical solutions for auxetic laminated beam subjected to a sudden load
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Huang, Xu-hao
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The performance-based seismic response of special steel MRF: Effects of pulse-like ground motion and foundation safety factor
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Mashhadi, Sima
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The probabilistic seismic assessment of aged concrete arch bridges: The role of soil-structure interaction
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Homaei, Farshad
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p. 894-904
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Thermodynamic and acoustic behaviors of prefabricated composite wall panel
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Peng, Liu
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p. 1301-1313
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Three-dimensional numerical analysis on seismic behavior of soil-piled raft-structure system
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Chaudhuri, Chaidul Haque
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p. 905-922
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Time-dependent pounding probability analysis between adjacent decks of bridges under non-stationary stochastic seismic excitations
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Jia, Hong-Yu
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p. 2355-2366
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Torsion design of lightweight concrete beams without or with fibers: A comparative study and a refined cracking torque formula
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Deifalla, A.
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p. 786-802
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Trade-off Pareto optimum design of an innovative curved damper truss moment frame considering structural and non-structural objectives
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Fathizadeh, S.F.
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p. 1338-1353
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Using maximum direction of a ground motion in a code-compliant analysis of seismically isolated structures
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Cavdar, Esengul
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p. 2163-2173
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