no |
title |
author |
magazine |
year |
volume |
issue |
page(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 |
article |
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 |
article |
3 |
An approach for obtaining mechanical property of austenitic stainless steel by using continuous indentation test analysis
|
Xue, He |
|
|
28 |
C |
p. 2752-2759 |
article |
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 |
article |
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 |
article |
6 |
An efficient curved beam element for thermo-mechanical nonlinear analysis of functionally graded porous beams
|
Rezaiee-Pajand, Mohammad |
|
|
28 |
C |
p. 1035-1049 |
article |
7 |
A new reciprocal linkage for expandable emergency structures
|
Pérez-Valcárcel, J. |
|
|
28 |
C |
p. 2023-2033 |
article |
8 |
An experimental investigation into dispersion of compressive stress in isolated bottle-shaped struts with openings
|
Fazeli Kelareh, Mohammadreza |
|
|
28 |
C |
p. 1857-1869 |
article |
9 |
A novel device to improve robustness of end plate beam-column connections
|
Shaheen, Mohamed A. |
|
|
28 |
C |
p. 2415-2423 |
article |
10 |
A novel optimization approach for bonded tubular gap K-joints made of FRP composites
|
Bharti, Kundan |
|
|
28 |
C |
p. 2135-2145 |
article |
11 |
A numerical investigation on the dynamic response of stiffened plated structures under moving loads
|
Sahoo, Prakash Ranjan |
|
|
28 |
C |
p. 1675-1686 |
article |
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 |
article |
13 |
Application of ANN to the design of CFST columns
|
Zarringol, Mohammadreza |
|
|
28 |
C |
p. 2203-2220 |
article |
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 |
article |
15 |
A remaining useful life estimation model of drop system based on data driven and Bayesian theory
|
Shi, Dongyan |
|
|
28 |
C |
p. 329-336 |
article |
16 |
A review on modular construction for high-rise buildings
|
Thai, Huu-Tai |
|
|
28 |
C |
p. 1265-1290 |
article |
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 |
article |
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 |
article |
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 |
article |
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 |
article |
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 |
article |
22 |
Axial behavior of FRP confined low-strength concrete with polyurea
|
Akın, Emre |
|
|
28 |
C |
p. 1774-1784 |
article |
23 |
Axial compressive behavior of new HFC-filled CTS composite walls sheathed with straw-fiber boards
|
Xu, Zhifeng |
|
|
28 |
C |
p. 2582-2595 |
article |
24 |
Axial compressive behaviours of steel–concrete-steel sandwich composite walls with novel enhanced C-channels
|
Yan, Jia-Bao |
|
|
28 |
C |
p. 407-423 |
article |
25 |
Bearing capacity of bolted ball-cylinder joint under uniaxial tensile force
|
Guo, Xiaonong |
|
|
28 |
C |
p. 562-576 |
article |
26 |
Behaviour of steel columns with realistic boundary restraints under standard fire
|
B.D., Rakshith |
|
|
28 |
C |
p. 626-637 |
article |
27 |
Blast loaded plates: Simplified analytical nonlinear dynamic approach
|
Mohammadzadeh, Behzad |
|
|
28 |
C |
p. 2034-2046 |
article |
28 |
Blast pressure analysis due to confined explosion-after effects
|
Choubey, Bishwajeet |
|
|
28 |
C |
p. 521-536 |
article |
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 |
article |
30 |
Caravel meshes: A new geometrical strategy to rationalize curved envelopes
|
Tellier, Xavier |
|
|
28 |
C |
p. 1210-1228 |
article |
31 |
Characterizing flexural behaviour of panel-to-panel connections in cross-laminated timber floor systems
|
Zhang, Sigong |
|
|
28 |
C |
p. 2047-2055 |
article |
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 |
article |
33 |
Comparing pushover methods for irregular high-rise structures, partially infilled with masonry panels
|
Rooshenas, Arash |
|
|
28 |
C |
p. 337-353 |
article |
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 |
article |
35 |
Compressive behavior of steel-reinforced concrete-filled circular steel tubular stub columns
|
Zhang, Tao |
|
|
28 |
C |
p. 863-877 |
article |
36 |
Concrete spherical joint contact stress distribution and overturning moment of swing bridge
|
Liu, Tao |
|
|
28 |
C |
p. 1187-1195 |
article |
37 |
Constrained Force Density Method optimisation for compression-only shell structures
|
Liew, A. |
|
|
28 |
C |
p. 1845-1856 |
article |
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 |
article |
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 |
article |
40 |
Cyclic behaviour of precast reinforced concrete sandwich slender walls
|
Rao, G. Appa |
|
|
28 |
C |
p. 80-92 |
article |
41 |
Cyclic performance of RC beam-column joints with mechanical or forging (GPW) splices; an experimental study
|
Kheyroddin, Ali |
|
|
28 |
C |
p. 2562-2571 |
article |
42 |
Cyclic response of rectangular RC columns retrofitted by hybrid FRP sheets
|
Shin, Dong-Hyeon |
|
|
28 |
C |
p. 697-712 |
article |
43 |
Damage assessment of catwalks following the 2016 Kaikōura earthquake
|
Yazdanian, Mohsen |
|
|
28 |
C |
p. 1977-1990 |
article |
44 |
Design and reliability analysis of FRP-reinforced concrete columns
|
Tarawneh, Ahmad |
|
|
28 |
C |
p. 1580-1588 |
article |
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 |
article |
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 |
article |
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 |
article |
48 |
Development of hybrid ECC columns subjected to concentric and eccentric loading
|
Al-Sibahy, Adnan |
|
|
28 |
C |
p. 309-320 |
article |
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 |
article |
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 |
article |
51 |
Direct performance-based seismic design of strongback steel braced systems
|
Salek Faramarzi, Mohammadreza |
|
|
28 |
C |
p. 482-495 |
article |
52 |
Dual-purpose concrete domes: A strategy for the revival of thin concrete shell roofs
|
Zingoni, Alphose |
|
|
28 |
C |
p. 2686-2703 |
article |
53 |
Ductile and dry exterior joints using CFRP bolts for moment-resisting frames
|
Ngo, Tuan T. |
|
|
28 |
C |
p. 668-684 |
article |
54 |
Earthquake resistant timber panelised structures with resilient connections
|
Hashemi, Ashkan |
|
|
28 |
C |
p. 225-234 |
article |
55 |
Editorial Board (IFC)
|
|
|
|
28 |
C |
p. OFC |
article |
56 |
Effect of cold working on crack growth rate of environmentally assisted cracking of 316L SS
|
Yang, Hongliang |
|
|
28 |
C |
p. 446-455 |
article |
57 |
Effect of direct addition of two different bacteria in concrete as self-healing agent
|
Pourfallahi, M. |
|
|
28 |
C |
p. 2646-2660 |
article |
58 |
Effect of infill walls on behavior of reinforced concrete special moment frames under seismic sequences
|
Jalaeefar, Ali |
|
|
28 |
C |
p. 766-773 |
article |
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 |
article |
60 |
Effects of column and superstructure irregularity on the seismic response of four-span RC bridges
|
Sajed, Mohsen |
|
|
28 |
C |
p. 1400-1412 |
article |
61 |
Effects of FRP grids on punching shear behavior of reinforced concrete slabs
|
Jafarian, Navid |
|
|
28 |
C |
p. 2523-2536 |
article |
62 |
Effects of incident angles of earthquake sequences on seismic demands of structures
|
Di Sarno, Luigi |
|
|
28 |
C |
p. 1244-1251 |
article |
63 |
Effects of second-order hydrodynamics on an ultra-large semi-submersible floating offshore wind turbine
|
Zhao, Zhixin |
|
|
28 |
C |
p. 2260-2275 |
article |
64 |
Emerging RFID technology in structural engineering – A review
|
Duan, Kang-Kang |
|
|
28 |
C |
p. 2404-2414 |
article |
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 |
article |
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 |
article |
67 |
Evaluation of cyclic performance of a novel bracing system equipped with a circular energy dissipater
|
Pachideh, Ghasem |
|
|
28 |
C |
p. 467-481 |
article |
68 |
Evaluation of Plasco Building fire-induced progressive collapse
|
Shakib, Hamzeh |
|
|
28 |
C |
p. 205-224 |
article |
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 |
article |
70 |
Evaluation on the ultimate bearing capacity for laminated bamboo lumber columns under eccentric compression
|
Li, Haitao |
|
|
28 |
C |
p. 1572-1579 |
article |
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 |
article |
72 |
Experimental and analytical investigation of fiber alignment on fracture properties of concrete
|
Abadel, Aref |
|
|
28 |
C |
p. 2572-2581 |
article |
73 |
Experimental and analytical study of the mechanical and flexural behavior of hybrid fiber concretes
|
Nassani, Dia Eddin |
|
|
28 |
C |
p. 1746-1755 |
article |
74 |
Experimental and numerical investigation of the creep response of precast concrete sandwich panels
|
Huang, Qian |
|
|
28 |
C |
p. 2096-2110 |
article |
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 |
article |
76 |
Experimental and numerical study of precast concrete columns with hybrid bolted splice connections
|
Wang, Guojue |
|
|
28 |
C |
p. 17-36 |
article |
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 |
article |
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 |
article |
79 |
Experimental characterization of monumental brick masonry in Nepal
|
Parajuli, Rishi Ram |
|
|
28 |
C |
p. 1314-1321 |
article |
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 |
article |
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 |
article |
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 |
article |
83 |
Experimental-numerical study on weakened HSS-to-HSS connections using HBS and RBS approaches
|
Akbari Hamed, Arash |
|
|
28 |
C |
p. 1449-1465 |
article |
84 |
Experimental study of insulated sandwich concrete wall connections under cyclic loading
|
Qiao, Wentao |
|
|
28 |
C |
p. 2000-2012 |
article |
85 |
Experimental study on cyclic behavior of hybrid CFRP grids-steel shear walls
|
Song, Xinyu |
|
|
28 |
C |
p. 496-511 |
article |
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 |
article |
87 |
Experimental study on the seismic behavior of masonry walls under offshore environment
|
Niu, LiHua |
|
|
28 |
C |
p. 433-445 |
article |
88 |
Experimental verification of a novel anchorage method of CFRP grid in mortar
|
Wang, Bo |
|
|
28 |
C |
p. 1646-1660 |
article |
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 |
article |
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 |
article |
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 |
article |
92 |
Field testing of vintage masonry: Mechanical properties and anchorage strengths
|
Burton, C. |
|
|
28 |
C |
p. 1900-1914 |
article |
93 |
Finite element investigation on plate buckling coefficients of tapered steel members web plates
|
Ibrahim, Mostafa Mohamed |
|
|
28 |
C |
p. 2321-2334 |
article |
94 |
Fire tests on single-layer aluminum alloy reticulated shells with gusset joints
|
Guo, Xiaonong |
|
|
28 |
C |
p. 1137-1152 |
article |
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 |
article |
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 |
article |
97 |
Flexural-torsional buckling of cold-formed steel columns with arbitrary cross-section under eccentric axial load
|
Ghandi, Elham |
|
|
28 |
C |
p. 2122-2134 |
article |
98 |
Framework for fragility assessment of reinforced concrete portal frame subjected to elevated temperature
|
Chaudhary, Ranjit Kumar |
|
|
28 |
C |
p. 2785-2800 |
article |
99 |
Framework to optimise two-dimensional DIC measurements at different orders of accuracy for concrete structures
|
Liu, Qifang |
|
|
28 |
C |
p. 93-105 |
article |
100 |
Free vibration modes of rectangular plate under non-uniform heating: An experimental investigation
|
C.M., Twinkle |
|
|
28 |
C |
p. 1802-1817 |
article |
101 |
Free vibration of functionally-graded porous cracked plates
|
Al Rjoub, Yousef S. |
|
|
28 |
C |
p. 2392-2403 |
article |
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 |
article |
103 |
Hybrid steel/glass fiber-reinforced self-consolidating concrete considering packing factor: Mechanical and durability characteristics
|
Ganta, Jyothi Kumari |
|
|
28 |
C |
p. 956-972 |
article |
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 |
article |
105 |
Impact mitigation of masonry walls with carbon fibre and Auxetic fibre composite renders – A numerical study
|
Asad, Mohammad |
|
|
28 |
C |
p. 2733-2751 |
article |
106 |
Impact of FRP and FRCM on the ductility of strengthened masonry members
|
Ramaglia, Giancarlo |
|
|
28 |
C |
p. 1229-1243 |
article |
107 |
Impact performance of novel multi-layered prepacked aggregate fibrous composites under compression and bending
|
Murali, G. |
|
|
28 |
C |
p. 1502-1515 |
article |
108 |
Influence of malposition on the performance of elastic rail clip: Toe load, stress, and friction
|
Hasap, Anat |
|
|
28 |
C |
p. 2661-2670 |
article |
109 |
Influence of random pit corrosion on axial stiffness of thin-walled circular tubes
|
Yuan, Ye |
|
|
28 |
C |
p. 2596-2604 |
article |
110 |
Influence of soil-structure interaction (SSI) on optimal design of passive damping devices
|
Aydin, Ersin |
|
|
28 |
C |
p. 847-862 |
article |
111 |
Influence of superstructure modeling approach on the response prediction of buildings with LRBs considering heating effects
|
Kanbir, Zafer |
|
|
28 |
C |
p. 1756-1773 |
article |
112 |
Influence of the perforation configuration on dynamic behaviors of multilayered beam structure
|
Almitani, Khalid H. |
|
|
28 |
C |
p. 1413-1426 |
article |
113 |
Intumescent coating thickness effect on the post-heat mechanical properties of composites
|
Liang, Wenyan |
|
|
28 |
C |
p. 2056-2072 |
article |
114 |
Investigate of damage index of coupled steel plate shear walls (C-SPSW) system under seismic loading
|
Usefvand, Mahdi |
|
|
28 |
C |
p. 614-625 |
article |
115 |
Investigation of axle-span ratio and moving load speed affecting bridge extreme response using a moving load amplitude spectrum method
|
Li, Jinhua |
|
|
28 |
C |
p. 2633-2645 |
article |
116 |
Investigation of over-nonlocal damage and interface cohesive models for simulating structural behaviors of composite UHPC-NC members
|
Yuan, Siqi |
|
|
28 |
C |
p. 2617-2632 |
article |
117 |
Investigation on residual displacements for SDOF systems with various initial viscous damping models
|
Feng, Zhibin |
|
|
28 |
C |
p. 1831-1844 |
article |
118 |
Investigation on the behaviour of CFRP strengthened CHS members under monotonic loading through finite element modelling
|
Tafsirojjaman, T. |
|
|
28 |
C |
p. 297-308 |
article |
119 |
Large-deflection analysis of prismatic and tapered beam-columns using the Differential Transform Method
|
Areiza-Hurtado, Mauricio |
|
|
28 |
C |
p. 923-932 |
article |
120 |
Lateral load resisting behavior of steel moment frames with reduced web section (RWS) beams
|
Erfani, Saeed |
|
|
28 |
C |
p. 251-265 |
article |
121 |
Lateral-torsional buckling of slender cross-section stainless steel beams
|
Šorf, Marek |
|
|
28 |
C |
p. 1466-1478 |
article |
122 |
Manufacturing and structural performance of glass-fiber-reinforced precast-concrete boat ramp planks
|
Manalo, A.C. |
|
|
28 |
C |
p. 37-56 |
article |
123 |
Mechanical performance of the grouted lapped double reinforcements anchored in embedded corrugated sleeves
|
Chen, Jun |
|
|
28 |
C |
p. 1354-1365 |
article |
124 |
Mitigating mass eccentricity effects on the rotational response of setbacks structures: An analytical solution for linear systems
|
Georgoussis, George K. |
|
|
28 |
C |
p. 1539-1556 |
article |
125 |
Moderate water depth effects on the response of a floating wind turbine
|
Zhang, Lixian |
|
|
28 |
C |
p. 1435-1448 |
article |
126 |
Moment redistribution and flexural performance of RC continuous T-beams strengthened with NSM FRP or steel bars
|
Diab, Hesham M.A. |
|
|
28 |
C |
p. 1516-1538 |
article |
127 |
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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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 |
article |
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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 |
article |
130 |
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 |
article |
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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 |
article |
132 |
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 |
article |
133 |
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 |
article |
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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 |
article |
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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 |
C |
p. 726-740 |
article |
136 |
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 |
article |
137 |
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 |
article |
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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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 |
C |
p. 1946-1964 |
article |
140 |
On the behaviour of steel CBF for industrial buildings subjected to seismic sequences
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Rinaldin, Giovanni |
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28 |
C |
p. 2175-2187 |
article |
141 |
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 |
C |
p. 2244-2259 |
article |
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 |
C |
p. 825-836 |
article |
143 |
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 |
C |
p. 1991-1999 |
article |
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 |
C |
p. 2704-2713 |
article |
145 |
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 |
C |
p. 512-520 |
article |
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 |
C |
p. 757-765 |
article |
147 |
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 |
article |
148 |
Optimum design of building structures using Tribe-Interior Search Algorithm
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Talatahari, Siamak |
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28 |
C |
p. 1616-1633 |
article |
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 |
C |
p. 1108-1118 |
article |
150 |
Parametric study on skew-curved RC box-girder bridges
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Agarwal, Preeti |
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28 |
C |
p. 380-388 |
article |
151 |
Performance analysis of semi-rigid connections in prefabricated high-rise steel structures
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Yang, Haibo |
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28 |
C |
p. 837-846 |
article |
152 |
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 |
C |
p. 197-204 |
article |
153 |
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 |
article |
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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 |
article |
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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 |
C |
p. 774-785 |
article |
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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 |
article |
157 |
Progressive collapse design of reinforced concrete frames using structural optimization and machine learning
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Esfandiari, M.J. |
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28 |
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p. 1252-1264 |
article |
158 |
PSO-LSSVR: A surrogate modeling approach for probabilistic flutter evaluation of compressor blade
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Wang, Bo-Wei |
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28 |
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p. 1634-1645 |
article |
159 |
Quantile-based versus Sobol sensitivity analysis in limit state design
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Kala, Zdeněk |
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28 |
C |
p. 2424-2430 |
article |
160 |
Quantum evolutionary algorithm hybridized with Enhanced colliding bodies for optimization
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Kaveh, A. |
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28 |
C |
p. 1479-1501 |
article |
161 |
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 |
C |
p. 943-955 |
article |
162 |
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 |
article |
163 |
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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p. 1729-1745 |
article |
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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 |
C |
p. 2232-2243 |
article |
167 |
Safety assessment of the South Oculus of Canterbury Cathedral
|
Chaves, Estefanía A. |
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28 |
C |
p. 1427-1434 |
article |
168 |
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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28 |
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p. 2379-2391 |
article |
169 |
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 |
article |
170 |
Seismic design of structures with yielding dampers based on drift demands
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Garivani, Sadegh |
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28 |
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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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28 |
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p. 1601-1615 |
article |
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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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p. 2537-2548 |
article |
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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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p. 1366-1383 |
article |
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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 |
article |
176 |
Seismic strengthening of improperly repaired reinforced concrete columns using CFRP confinement
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Elci, Hasan |
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28 |
C |
p. 266-275 |
article |
177 |
Shape optimization of no-tension arches subjected to in-plane loading
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Kimura, Toshiaki |
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28 |
C |
p. 158-169 |
article |
178 |
Shear capacity estimation of FRP-reinforced concrete beams using computational intelligence
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Naderpour, Hosein |
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28 |
C |
p. 321-328 |
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179 |
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 |
article |
180 |
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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28 |
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p. 1060-1076 |
article |
181 |
Simplified calculation of fire resistant temperature for cold-formed steel load-bearing composite walls
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Ye, Jihong |
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28 |
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p. 1661-1674 |
article |
182 |
Simplified spectral stochastic finite element formulations for uncertainty quantification of engineering structures
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Yazdani, Abbas |
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28 |
C |
p. 1924-1945 |
article |
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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 |
article |
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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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28 |
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p. 685-696 |
article |
185 |
Strategies to increase the survivability of steel connections in fire
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Safari, Pouria |
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28 |
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p. 2335-2354 |
article |
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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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28 |
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p. 2671-2685 |
article |
187 |
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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28 |
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p. 2276-2290 |
article |
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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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28 |
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p. 1119-1136 |
article |
190 |
Study of natural frequencies of natural rubber cored novel sandwich structure without tip mass
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Gupta, Krishanu |
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28 |
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p. 651-658 |
article |
191 |
Study on the cyclic bending behaviour of CFRP strengthened full-scale CHS members
|
Tafsirojjaman, T. |
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28 |
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p. 741-756 |
article |
192 |
Study on the extended steel plate connection for steel slit shear walls
|
He, Liusheng |
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|
28 |
C |
p. 816-824 |
article |
193 |
Study on the sickle anchoring joint in external prestressing strengthening of portal frame
|
Xin, Yajun |
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|
28 |
C |
p. 552-561 |
article |
194 |
Sustainability-model approach for chloride permeability based on concrete mixture
|
Moutassem, Fayez |
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28 |
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p. 983-990 |
article |
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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 |
article |
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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 |
article |
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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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28 |
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p. 1870-1884 |
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The optimum elastica catenary cable
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Wang, C.Y. |
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28 |
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p. 878-880 |
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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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28 |
C |
p. 57-68 |
article |
200 |
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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|
28 |
C |
p. 127-140 |
article |
201 |
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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28 |
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p. 894-904 |
article |
202 |
Thermodynamic and acoustic behaviors of prefabricated composite wall panel
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Peng, Liu |
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28 |
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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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28 |
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p. 905-922 |
article |
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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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28 |
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p. 2355-2366 |
article |
205 |
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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28 |
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p. 786-802 |
article |
206 |
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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28 |
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p. 1338-1353 |
article |
207 |
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 |
article |