| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A comprehensive introduction to outrigger and belt-truss system in skyscrapers
|
Alhaddad, Wael
|
|
|
27 |
C |
p. 989-998
|
artikel
|
| 2 |
A co-rotational curved beam element for geometrically nonlinear analysis of framed structures
|
Tang, Yi-Qun
|
|
|
27 |
C |
p. 1202-1208
|
artikel
|
| 3 |
Aeroelastic control of bridge using active control surfaces: Analytical and experiment study
|
Phan, Duc-Huynh
|
|
|
27 |
C |
p. 2309-2318
|
artikel
|
| 4 |
Analysis and design of cold-formed steel storage rack uprights under localised fires
|
Ren, Chong
|
|
|
27 |
C |
p. 2082-2095
|
artikel
|
| 5 |
Analysis and design of eccentrically compressed ultra-high-strength slender CFST circular columns
|
Phan, Dao Hoang Hiep
|
|
|
27 |
C |
p. 2481-2499
|
artikel
|
| 6 |
Analysis of full-scale aircraft impact to reinforced concrete and steel plate reinforced concrete multiple barriers protecting nuclear power plants
|
Sadiq, Muhammad
|
|
|
27 |
C |
p. 732-746
|
artikel
|
| 7 |
Analytical investigation of the effect of a deformable sliding layer on the dynamic response of seismically isolated structures
|
Tsiavos, Anastasios
|
|
|
27 |
C |
p. 2426-2436
|
artikel
|
| 8 |
Analytical investigation of torsional mode in symmetric and asymmetric systems with mass or stiffness eccentricity
|
Tabeshpour, Mohammad Reza
|
|
|
27 |
C |
p. 1433-1445
|
artikel
|
| 9 |
Analytical model and parametric study for externally post-tensioned reinforced concrete-steel composite beams
|
El-Zohairy, Ayman
|
|
|
27 |
C |
p. 411-423
|
artikel
|
| 10 |
Anchorage behaviour of headed bars as connection system for precast reinforced concrete structural components
|
Singhal, Shubham
|
|
|
27 |
C |
p. 1405-1418
|
artikel
|
| 11 |
An experimental study on post-punching behavior of flat slabs
|
Sarvari, Saeed
|
|
|
27 |
C |
p. 894-902
|
artikel
|
| 12 |
A novel asynchronous-pouring-construction technology for prestressed concrete box girder bridges with corrugated steel webs
|
He, Jun
|
|
|
27 |
C |
p. 1940-1950
|
artikel
|
| 13 |
A numerical investigation into stripping failure of bolt assemblies at elevated temperatures
|
Shaheen, Mohamed A.
|
|
|
27 |
C |
p. 1458-1466
|
artikel
|
| 14 |
A simplified multi-performance approach to life-cycle assessment of steel structures
|
Romano, Elvira
|
|
|
27 |
C |
p. 371-382
|
artikel
|
| 15 |
Assessment of permanent drift demands in steel moment-resisting steel buildings due to recorded near-fault forward directivity earthquake ground motions and velocity pulse models
|
Ruiz-García, Jorge
|
|
|
27 |
C |
p. 1260-1273
|
artikel
|
| 16 |
Assessment of railway plain concrete arch bridges subjected to high-speed trains
|
Yazdani, Mahdi
|
|
|
27 |
C |
p. 174-193
|
artikel
|
| 17 |
Assessment of the stiffness of 3D cut welded connections with CHS columns and through I-BEAMS
|
Di Benedetto, S.
|
|
|
27 |
C |
p. 247-258
|
artikel
|
| 18 |
Assessment of the suitability of eurocode design model for corrugated web girders with slender flanges
|
Hassanein, M.F.
|
|
|
27 |
C |
p. 1551-1569
|
artikel
|
| 19 |
A state-of-knowledge review on the endurance time method
|
Estekanchi, Homayoon E.
|
|
|
27 |
C |
p. 2288-2299
|
artikel
|
| 20 |
Axial compression performance of thin-walled T-shaped concrete filled steel tubular columns under constant high temperature: Experimental and numerical study
|
Wang, Weiwei
|
|
|
27 |
C |
p. 525-541
|
artikel
|
| 21 |
Axial load-bearing capacities of pre-cast self-insulation walls made by foam concrete
|
Li, Jie
|
|
|
27 |
C |
p. 1951-1961
|
artikel
|
| 22 |
Axial strength of short concrete-filled plastic tubes
|
Abdulla, Nwzad Abduljabar
|
|
|
27 |
C |
p. 1786-1800
|
artikel
|
| 23 |
Behavior and strength of reinforced concrete flanged deep beams with web openings
|
El-Kareim, Ata
|
|
|
27 |
C |
p. 506-524
|
artikel
|
| 24 |
Behaviour of grout-filled double-skin tubular steel stub-columns: Numerical modelling and design considerations
|
Tziavos, Nikolaos I.
|
|
|
27 |
C |
p. 1623-1636
|
artikel
|
| 25 |
Billiards-inspired optimization algorithm; a new meta-heuristic method
|
Kaveh, A.
|
|
|
27 |
C |
p. 1722-1739
|
artikel
|
| 26 |
Bond behavior of cleaned corroded rebar repaired by partial depth repair
|
Alabduljabbar, Hisham
|
|
|
27 |
C |
p. 813-823
|
artikel
|
| 27 |
Bond performance of GFRP and steel rebars embedded in metakaolin based geopolymer concrete
|
Albidah, Abdulrahman
|
|
|
27 |
C |
p. 1582-1593
|
artikel
|
| 28 |
Bond Slip Study Between Concrete and Steel Interface Using Splice Beam Specimen Exposed to Elevated Temperatures
|
Ahmad, Mohammad Suhaib
|
|
|
27 |
C |
p. 1752-1762
|
artikel
|
| 29 |
Characterization of ground motion intensity for the seismic fragility assessment of plan-irregular RC buildings
|
Bhasker, Rohan
|
|
|
27 |
C |
p. 1763-1776
|
artikel
|
| 30 |
Composite concrete – Unregularized timber section for flat roof construction
|
Mohammed, Azad A.
|
|
|
27 |
C |
p. 1324-1334
|
artikel
|
| 31 |
Computational parameter identification of strongest influence on the shear resistance of reinforced concrete beams by fiber reinforcement polymer
|
Cao, Yan
|
|
|
27 |
C |
p. 118-127
|
artikel
|
| 32 |
Consequence of anchoring holes technique on the bond behavior between CFRP composites and heat-damaged concrete
|
Al-Rousan, Rajai Z.
|
|
|
27 |
C |
p. 1903-1918
|
artikel
|
| 33 |
Convergence studies of finite element model for analysis of steel-concrete composite beam using a higher-order beam theory
|
Uddin, Md. Alhaz
|
|
|
27 |
C |
p. 2025-2033
|
artikel
|
| 34 |
Cooperative work of longitudinal slab ballast-less track prestressed concrete simply supported box girder under concrete creep and a temperature gradient
|
Liu, Peng
|
|
|
27 |
C |
p. 559-569
|
artikel
|
| 35 |
Corroded RC beam repaired in flexure using NSM CFRP rod and an external steel plate
|
Almassri, Belal
|
|
|
27 |
C |
p. 343-351
|
artikel
|
| 36 |
Cyclic performance of composite shear walls with boundary elements
|
Haghi, Nakisa
|
|
|
27 |
C |
p. 102-117
|
artikel
|
| 37 |
Damage identification technique based on mode shape analysis of beam structures
|
Gorgin, Rahim
|
|
|
27 |
C |
p. 2300-2308
|
artikel
|
| 38 |
Design curves for stiffened engineered timber wall systems: A verified analytical approach
|
Orlowski, Kristopher
|
|
|
27 |
C |
p. 1670-1681
|
artikel
|
| 39 |
Design innovation, efficiency and applications of structural insulated panels: A review
|
Mugahed Amran, Y.H.
|
|
|
27 |
C |
p. 1358-1379
|
artikel
|
| 40 |
Design of bending-active tied arches by using a multi-objective optimization method
|
Bessini, J.
|
|
|
27 |
C |
p. 2319-2328
|
artikel
|
| 41 |
Design of cold-formed ferritic stainless steel unlipped channels with offset web openings and unfastened flanges subject to web bearing failure under one-flange load scenarios
|
Yousefi, Amir M.
|
|
|
27 |
C |
p. 194-211
|
artikel
|
| 42 |
Determination of flexural capacity for GFRP-reinforced concrete beams retrofitted using external CFRP sheet
|
Elbana, Abdalla
|
|
|
27 |
C |
p. 1384-1395
|
artikel
|
| 43 |
Direct shear failure in concrete joints exposed to elevated temperatures
|
Ahmad, Subhan
|
|
|
27 |
C |
p. 1851-1859
|
artikel
|
| 44 |
Earthquake failure mode and collapse fragility of a 1000 kV outgoing line frame considering interactions in the tower line system
|
Gong, Jun
|
|
|
27 |
C |
p. 626-638
|
artikel
|
| 45 |
Editorial Board (IFC)
|
|
|
|
27 |
C |
p. i
|
artikel
|
| 46 |
Effectiveness of physics-based collapse criteria in seismic risk assessment of code-conforming low-rise RC framed structures
|
Pathak, Shivang
|
|
|
27 |
C |
p. 440-461
|
artikel
|
| 47 |
Effect of impact loading on residual flexural capacity of high-strength reinforced concrete beams
|
Dok, Gokhan
|
|
|
27 |
C |
p. 2466-2480
|
artikel
|
| 48 |
Effect of mix design methods on the mechanical properties of steel fibre-reinforced concrete prepared with recycled aggregates from precast waste
|
Anike, Emmanuel Ejiofor
|
|
|
27 |
C |
p. 664-672
|
artikel
|
| 49 |
Effect of roof to wall connection stiffness variations on the load sharing and hold-down forces of Australian timber-framed houses
|
Navaratnam, Satheeskumar
|
|
|
27 |
C |
p. 141-150
|
artikel
|
| 50 |
Effects of out-of-plane eccentric axial compression on in-plane hysteretic behavior of SC walls
|
Guo, Quanquan
|
|
|
27 |
C |
p. 1570-1581
|
artikel
|
| 51 |
Efficiency of geopolymer vs. high-strength grout as repairing material for reinforced cementitious elements
|
Sharkawi, Aladdin
|
|
|
27 |
C |
p. 330-342
|
artikel
|
| 52 |
Elastic buckling property of the upper chords in aluminum half-through truss bridges
|
Wen, Qing-Jie
|
|
|
27 |
C |
p. 1919-1929
|
artikel
|
| 53 |
Electromagnetism in taking concrete behavior on demand
|
Safari Tarbozagh, Alireza
|
|
|
27 |
C |
p. 1057-1065
|
artikel
|
| 54 |
Employing B-Spline approach in parametric assessment of catenary shaped fabric-formed concrete beams
|
Nabi, Junaid
|
|
|
27 |
C |
p. 474-486
|
artikel
|
| 55 |
Estimation of the service load capacity of plain concrete arch bridges using a novel approach: Stress intensity factor
|
Panian, René
|
|
|
27 |
C |
p. 1521-1534
|
artikel
|
| 56 |
Evaluation and selection of construction projects based on risk analysis
|
Issa, Usama H.
|
|
|
27 |
C |
p. 361-370
|
artikel
|
| 57 |
Evaluation of design concepts for post-installed punching shear retrofitting
|
Olalusi, Oladimeji B.
|
|
|
27 |
C |
p. 1710-1721
|
artikel
|
| 58 |
Evaluation of the efficacy of using engineered cementitious composites in RC beam-column joints
|
Dehghani, Ayoub
|
|
|
27 |
C |
p. 151-162
|
artikel
|
| 59 |
Experiences on early age cracking of wall-on-slab concrete structures
|
Jędrzejewska, Agnieszka
|
|
|
27 |
C |
p. 2520-2549
|
artikel
|
| 60 |
Experimental and numerical analysis of impactor geometric shape effects on steel beams under impact loading
|
Nasery, Mohammad Manzoor
|
|
|
27 |
C |
p. 1118-1138
|
artikel
|
| 61 |
Experimental and numerical investigation on seismic behaviours of beam-column joints of precast prestressed concrete frame under given corrosion levels
|
Yang, Jun
|
|
|
27 |
C |
p. 1209-1221
|
artikel
|
| 62 |
Experimental and numerical study on a novel cable anchorage system to improve the maintainability of suspension bridges
|
Wang, Xiaoming
|
|
|
27 |
C |
p. 2126-2136
|
artikel
|
| 63 |
Experimental and numerical study on cable breakage equivalent force in cable-stayed structures consisting of low-relaxation seven-wire steel strands
|
Minaei, A.
|
|
|
27 |
C |
p. 595-606
|
artikel
|
| 64 |
Experimental and numerical study on the T-Stub behaviour with preloaded bolts under large deformations
|
Tartaglia, Roberto
|
|
|
27 |
C |
p. 2137-2155
|
artikel
|
| 65 |
Experimental investigation and FE modelling of the flexural performance of square and rectangular SRCFST members
|
Wang, Wen-Da
|
|
|
27 |
C |
p. 2411-2425
|
artikel
|
| 66 |
Experimental investigation of buckling response of pretwisted structural steel columns
|
Abed, Farid H.
|
|
|
27 |
C |
p. 2232-2244
|
artikel
|
| 67 |
Experimental investigation of flexural and shear strengthening of RC beams using fiber-reinforced self-consolidating concrete jackets
|
Shabani Attar, Hamed
|
|
|
27 |
C |
p. 46-53
|
artikel
|
| 68 |
Experimental investigation of the residual behaviour of damaged masonry arch structures
|
Augusthus-Nelson, L.
|
|
|
27 |
C |
p. 2500-2512
|
artikel
|
| 69 |
Experimental investigation on blast furnace slag aggregate concrete filled double skin tubular (CFDST) stub columns under sustained loading
|
Wang, Fa-Cheng
|
|
|
27 |
C |
p. 352-360
|
artikel
|
| 70 |
Experimental investigation on flexural properties of directional steel fiber reinforced rubberized concrete
|
Liu, Ruyan
|
|
|
27 |
C |
p. 1660-1669
|
artikel
|
| 71 |
Experimental investigation on shear behavior of RC beams strengthened by CFRP grids and PCM
|
Wang, Bo
|
|
|
27 |
C |
p. 1994-2010
|
artikel
|
| 72 |
Experimental investigation on the seismic behavior and damage states of reinforced high strength concrete columns
|
Taheri, Ali
|
|
|
27 |
C |
p. 163-173
|
artikel
|
| 73 |
Experimental study and numerical simulation of a new prefabricated SRC column to steel beam composite joint
|
Yu, SuJian
|
|
|
27 |
C |
p. 999-1010
|
artikel
|
| 74 |
Experimental study on cyclic behavior of stiffened perforated steel shear panels
|
Emamyari, Alireza
|
|
|
27 |
C |
p. 2400-2410
|
artikel
|
| 75 |
Experimental study on local compressive behaviour of ECC ring beam connections
|
Dong, Bingqing
|
|
|
27 |
C |
p. 2069-2081
|
artikel
|
| 76 |
Experimental testing and analytical modeling of CFS shear walls filled with LPM
|
Wang, Wanqian
|
|
|
27 |
C |
p. 917-933
|
artikel
|
| 77 |
Exploratory study on bond behavior of plain and sand coated stainless steel rebars in concrete
|
Islam, Kamrul
|
|
|
27 |
C |
p. 2365-2378
|
artikel
|
| 78 |
Fatigue behavior assessment for steel fiber reinforced concrete beams through experiment and Fatigue Prediction Model
|
Gao, Danying
|
|
|
27 |
C |
p. 1105-1117
|
artikel
|
| 79 |
Flexural behavior of basalt fiber reinforced concrete beams: Finite element simulation with new constitutive relationships
|
Haido, James H.
|
|
|
27 |
C |
p. 1876-1889
|
artikel
|
| 80 |
Flexural behaviour of steel I-girder having corrugated webs and slender flanges
|
Inaam, Qazi
|
|
|
27 |
C |
p. 12-21
|
artikel
|
| 81 |
Flexural performance of concrete-encased CFST box members
|
Chen, Jin-Yang
|
|
|
27 |
C |
p. 2034-2047
|
artikel
|
| 82 |
Flexural performance of steel-UHPC composite beams with shear pockets
|
Hu, Yuqing
|
|
|
27 |
C |
p. 570-582
|
artikel
|
| 83 |
FRP shear contribution prediction for U-wrapped RC T-beams using a soft computing tool
|
Kar, Swapnasarit
|
|
|
27 |
C |
p. 1093-1104
|
artikel
|
| 84 |
High strain rate studies for different laminate configurations of bi-directional glass/epoxy and carbon/epoxy composites using DIC
|
Naresh, K.
|
|
|
27 |
C |
p. 2451-2465
|
artikel
|
| 85 |
Impact of mechanical properties of historical masonry bridges on fundamental vibration frequency
|
Onat, Onur
|
|
|
27 |
C |
p. 1011-1028
|
artikel
|
| 86 |
Implementation of new elements and material models in OpenSees software to account for post-earthquacke fire damage
|
Mortazavi, Seyed Javad
|
|
|
27 |
C |
p. 1777-1785
|
artikel
|
| 87 |
Improving collapse-resistance performance of steel frame with openings in beam web
|
Meng, Bao
|
|
|
27 |
C |
p. 2156-2169
|
artikel
|
| 88 |
Improving the performance of the autoregressive method in modal identification of output-only systems using the empirical mode decomposition
|
Nikkhoo, Ali
|
|
|
27 |
C |
p. 1165-1173
|
artikel
|
| 89 |
Influence of reinforcement arrangement details on mechanical behavior of precast concrete barrier with loop connection
|
Basit, S.
|
|
|
27 |
C |
p. 1682-1692
|
artikel
|
| 90 |
Influence of the breakaway friction on the seismic response of buildings isolated with curved surface sliders: Parametric study and design recommendations
|
Gandelli, Emanuele
|
|
|
27 |
C |
p. 788-812
|
artikel
|
| 91 |
Introducing and numerical study of a new brace-type slit damper
|
Askariani, Seyed Saeed
|
|
|
27 |
C |
p. 702-717
|
artikel
|
| 92 |
Investigating the effects of seismic isolators on steel asymmetric structures considering soil-structure interaction
|
Radkia, Sahar
|
|
|
27 |
C |
p. 1029-1040
|
artikel
|
| 93 |
Investigating the efficiency of DDBD approaches for RC buildings
|
Kumbhar, Onkar G.
|
|
|
27 |
C |
p. 1501-1520
|
artikel
|
| 94 |
Investigation of the infill plate boundary condition effects on the overall performance of the steel plate shear walls with circular openings
|
Paslar, Nima
|
|
|
27 |
C |
p. 824-836
|
artikel
|
| 95 |
Investigation of U-bar joints between precast bridge decks loaded in combined bending and shear
|
Di, Jin
|
|
|
27 |
C |
p. 37-45
|
artikel
|
| 96 |
Large deflections in thin rectangular plates subjected to uniform load: Pitfalls in the application of analytical methods
|
Lee, Adam D.
|
|
|
27 |
C |
p. 1419-1432
|
artikel
|
| 97 |
Lateral distortional buckling in steel-concrete composite beams: A review
|
Rossi, Alexandre
|
|
|
27 |
C |
p. 1299-1312
|
artikel
|
| 98 |
Life-cycle cost based design of bridge lead-rubber isolators in seismic regions
|
Asadi, Payam
|
|
|
27 |
C |
p. 383-395
|
artikel
|
| 99 |
Load bearing sandwich timber walls with plywood faces and bamboo core
|
Darzi, Siavash
|
|
|
27 |
C |
p. 2437-2450
|
artikel
|
| 100 |
Macro modeling of slab-column connections in progressive collapse with post-punching effect
|
Mousapoor, Esmaeil
|
|
|
27 |
C |
p. 837-852
|
artikel
|
| 101 |
Macroscopic effect of distance from seacoast on bridge deterioration – Statistical data assessment of structural condition recordings
|
Alogdianakis, Filippos
|
|
|
27 |
C |
p. 319-329
|
artikel
|
| 102 |
Mapping relation between pier settlement and rail deformation of unit slab track system
|
Zhou, Wangbao
|
|
|
27 |
C |
p. 1066-1074
|
artikel
|
| 103 |
Masonry structures subjected to tsunami loads: Modeling issues and application to a case study
|
Cavaleri, Liborio
|
|
|
27 |
C |
p. 2192-2207
|
artikel
|
| 104 |
Material Quantities of Reinforced Masonry versus Reinforced Concrete Shear Walls
|
El-Sokkary, Hossam
|
|
|
27 |
C |
p. 767-779
|
artikel
|
| 105 |
Material-structure integrated design optimization of GFRP bridge deck on steel girder
|
Xin, Haohui
|
|
|
27 |
C |
p. 1222-1230
|
artikel
|
| 106 |
Modal properties of closed-cell zinc foam
|
Rajaei, Majid
|
|
|
27 |
C |
p. 1380-1383
|
artikel
|
| 107 |
Modeling structural behavior of precast concrete pipe with single elliptical steel cage reinforcement
|
Ramadan, Abdullah
|
|
|
27 |
C |
p. 903-916
|
artikel
|
| 108 |
Modelling and identification of bolted truss structure with the use of design of experiment approach
|
Szopa, Krystian
|
|
|
27 |
C |
p. 462-473
|
artikel
|
| 109 |
Models for strength and stiffness of steel plate shear walls with openings
|
Khan, Nasar Ahmad
|
|
|
27 |
C |
p. 2096-2113
|
artikel
|
| 110 |
Modified procedure of lead rubber isolator design used in the reinforced concrete building
|
Kazeminezhad, Ehsan
|
|
|
27 |
C |
p. 2245-2273
|
artikel
|
| 111 |
Monotonic behaviour of post-installed mechanical anchors installed in prestressed concrete hollow-core floor units
|
Del Rey Castillo, E.
|
|
|
27 |
C |
p. 1801-1808
|
artikel
|
| 112 |
Natural period of reinforced concrete building frames on pile foundation considering seismic soil-structure interaction effects
|
Sharma, Nishant
|
|
|
27 |
C |
p. 1594-1612
|
artikel
|
| 113 |
Neural network application for distortional buckling capacity assessment of castellated steel beams
|
Hosseinpour, Mahmoud
|
|
|
27 |
C |
p. 1174-1183
|
artikel
|
| 114 |
New method to evaluate the rate of convergence for two-dimensional system involving friction damper
|
Zhao, Deng
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p. 2513-2519
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Nonlinear finite element analysis (NLFEA) of reinforced concrete flat slabs with holes
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Marques, Marília G.
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27 |
C |
p. 1-11
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Nonlinear finite element analysis of full-scale concrete bridge deck slabs reinforced with FRP bars
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Al-Rousan, Rajai Z.
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27 |
C |
p. 1820-1831
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Numerical modeling of continuous steel concrete composite girders considering cracking of concrete
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Kalibhat, Madhusudan G.
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27 |
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p. 1313-1323
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On the propensity of shear deformable columns to buckle under a tensile axial load
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Dias Simão, Pedro
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27 |
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p. 1832-1840
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Optimum energy based seismic design of friction dampers in RC structures
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Nabid, Neda
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27 |
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p. 2550-2562
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| 120 |
Performance of a novel slider device in multi-storey cold-formed steel modular buildings under seismic loading
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Jing, John
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27 |
C |
p. 212-246
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| 121 |
Performance of battery rack auxiliary power systems under FEMA 461 quasi-static seismic loading protocol
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Ghith, Ahmed
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27 |
C |
p. 1041-1056
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Performance of concrete beams reinforced with GFRP bars under monotonic loading
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Ramachandra Murthy, A.
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27 |
C |
p. 1274-1288
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| 123 |
Performance of reinforced concrete beams strengthened with NSM CFRP composites for flexure using cement-based adhesives
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Al-Abdwais, Ahmed H.
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27 |
C |
p. 1446-1457
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Pre- and post-heating behavior of concrete-filled steel tube stub columns containing steel fiber and tire rubber
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Nematzadeh, Mahdi
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27 |
C |
p. 2346-2364
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Predicting capacity model and seismic fragility estimation for RC bridge based on artificial neural network
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Huang, Caigui
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27 |
C |
p. 1930-1939
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Prediction of axial load capacity of concrete walls with openings restrained on three sides
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Ho, Nhat-Minh
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27 |
C |
p. 1860-1875
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artikel
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| 127 |
Prediction of dynamic amplification factor on clay brick masonry assemblage
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Thakur, A.
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27 |
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p. 673-686
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Probability distribution model of the bending capacity for WHSJ with multiple randomly pitting corrosion
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Yuan, Ye
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27 |
C |
p. 1740-1751
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Proposing and finite element analysis of a new composite profiled sheet deck
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Moslemi, Abdollah
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27 |
C |
p. 70-85
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| 130 |
Punching of RC slabs without transverse reinforcement supported on elongated columns
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Setiawan, Andri
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27 |
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p. 2048-2068
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| 131 |
Quantifying higher mode effects in rocking systems considering shear-flexural behavior
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Veladi, Hedayat
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27 |
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p. 542-558
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| 132 |
Recent advances in the applications of shape memory alloys in civil infrastructures: A review
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Zareie, Shahin
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27 |
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p. 1535-1550
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Reinforced concrete beams strengthened with basalt fibre fabric – A parametric study
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Stephen, Iyinoluwa
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27 |
C |
p. 309-318
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| 134 |
Reliability analysis of steel buildings considering the flexibility of the connections of the GFs
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Llanes-Tizoc, Mario D.
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27 |
C |
p. 2170-2181
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Reliability-based simplification of Bouc-Wen model and parameter identification using a new hybrid algorithm
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Shirgir, Sina
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27 |
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p. 297-308
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Research on the collapse-resistant performance of composite beam–column substructures using multi-scale models
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Tan, Zheng
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27 |
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p. 86-101
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| 137 |
Response of low-percentage FRC slabs under impact loading: Experimental, numerical, and soft computing methods
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Daneshvar, Kambiz
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27 |
C |
p. 975-988
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| 138 |
Seismic behavior of circular fly ash concrete columns reinforced with low-bond high-strength steel rebar
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Wang, J.H.
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27 |
C |
p. 1335-1357
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| 139 |
Seismic behaviour of concrete-filled steel tubular column and precast shear wall connections
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Zheng, Lianqiong
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27 |
C |
p. 934-949
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artikel
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| 140 |
Seismic characteristics of hybrid cold-formed steel wall panels
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Usefi, Nima
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27 |
C |
p. 718-731
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artikel
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| 141 |
Seismic elastic performance of L-shaped building frames through plan irregularities
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Khanal, Bharat
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27 |
C |
p. 22-36
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artikel
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| 142 |
Seismic fragility analysis of reinforced concrete piers in spatially curved urban flyover
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Xu, Tengfei
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27 |
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p. 1890-1902
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| 143 |
Seismic fragility assessment of existing reinforced concrete buildings in Patna, India
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Kumar, Pratyush
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27 |
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p. 54-69
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| 144 |
Seismic fragility evaluation of FRP-retrofitted RC frames subjected to mainshock-aftershock records
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Shafaei, Hassan
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27 |
C |
p. 950-961
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Seismic performance assessment of structure with hybrid passive energy dissipation device
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Chukka, Naga Dheeraj Kumar Reddy
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27 |
C |
p. 1246-1259
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artikel
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| 146 |
Seismic performance of concrete core walls reinforced with shape memory alloy bars
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Abraik, Emad
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27 |
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p. 1479-1489
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artikel
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| 147 |
Seismic performance of strengthened reinforced concrete columns
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Murugan, Komathi
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27 |
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p. 487-505
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artikel
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| 148 |
Seismic performance of timber structures using rocking walls with low damage hold-down connectors
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Hashemi, Ashkan
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27 |
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p. 274-284
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| 149 |
Seismic vulnerability assessment of confined masonry structures by macro-modeling approach
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Ahmed, Asfandyar
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27 |
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p. 639-649
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artikel
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| 150 |
Self-locking mechanism of foldable grid structures and capability evaluation of their structural units
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Zhao, Zhanwei
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27 |
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p. 583-594
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| 151 |
Semi-analytical model for compressive arch action capacity of RC frame structures
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Azim, Iftikhar
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27 |
C |
p. 1231-1245
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| 152 |
Semi-analytical solution for post-buckling analysis of simply-supported multi-stepped columns
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Ghavanloo, Esmaeal
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27 |
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p. 1086-1092
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| 153 |
Shaking table study on the seismic performance of an Iranian traditional Un-Reinforced Masonry (URM) building
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Shabdin, M.
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27 |
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p. 424-439
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Shaking table test on 1000 kV UHV transmission tower-line coupling system
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Liang, Huangbin
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27 |
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p. 650-663
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artikel
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| 155 |
Shear design rules for roll-formed aluminium lipped channel beams
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Rouholamin, Milad
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27 |
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p. 1139-1164
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| 156 |
Shear performance of reinforced ultra-high performance concrete rectangular section beams
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Wang, Qiang
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27 |
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p. 1184-1194
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artikel
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| 157 |
Shear testing of URM wallettes retrofitted with NSM steel wire rope
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Misnon, Noor Aina
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27 |
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p. 1613-1622
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Simplified bolted connection model for analysis of transmission line towers
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Balagopal, R.
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27 |
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p. 2114-2125
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| 159 |
Simulation of the in-plane structural behavior of unreinforced masonry walls and buildings using DEM
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Pulatsu, Bora
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27 |
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p. 2274-2287
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Simultaneously multi-material layout, and connectivity optimization of truss structures via an Enriched Firefly Algorithm
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Kaveh, A.
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27 |
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p. 2217-2231
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Size effect of the modulus of rupture in float glass plates
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Yankelevsky, David Z.
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27 |
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p. 1637-1645
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Spandrel panels in masonry buildings: Effectiveness of the diagonal strut model within the equivalent frame model
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Sandoli, Antonio
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27 |
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p. 879-893
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Spectrum-based pushover analysis for the quick seismic demand estimation of reinforced concrete shear walls
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Liu, Yang
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27 |
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p. 1490-1500
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| 164 |
Stability design of system scaffold with differential settlement
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Chan, Jake L.Y.
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27 |
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p. 1467-1478
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Strength and ductility of lightweight reinforced concrete slabs under punching shear
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Deifalla, A.
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27 |
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p. 2329-2345
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Structural analysis and construction quality assessment of a free-form ice composite shell
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Wu, Yue
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27 |
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p. 868-878
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| 167 |
Structural behaviour of hybrid stainless steel stub columns under axial compression
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Lalthazuala, Ricky
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27 |
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p. 128-140
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artikel
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| 168 |
Structural microvibration monitoring and simulation analysis of the proton service building based on the construction process
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Yu, Penghao
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27 |
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p. 1841-1850
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| 169 |
Structural performance and design of hot-rolled steel SHS and RHS under combined axial compression and bending
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Yun, Xiang
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27 |
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p. 1289-1298
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Structural performance of concrete bridge decks reinforced with Grade-830 steel bars
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Kareem, Rahman S.
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27 |
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p. 1396-1404
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Structural performance of FRP-RC compression members wrapped with FRP composites
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Raza, Ali
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27 |
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p. 1693-1709
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Study on axial compressive properties of RC square columns strengthened with prestressed CFRP sheets
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Lu, Chun-Ling
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27 |
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p. 2011-2024
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| 173 |
Study on shear behavior and capacity of biaxial ellipsoidal voided slabs
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Amoushahi Khouzani, Mohsen
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27 |
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p. 1075-1085
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artikel
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| 174 |
Study on shear failure of joint with external stiffener under seismic loads
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Rong, Bin
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27 |
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p. 259-273
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artikel
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| 175 |
Study on support characteristic curve of concrete-filled steel tubular arch in underground support
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Lu, Wei
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27 |
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p. 1809-1819
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Tests and numerical simulation of rectangular RACFST stub columns under concentric compression
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Yang, You-Fu
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p. 396-410
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The axial and lateral behavior of low strength concrete confined by GFRP wraps: An experimental investigation
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Khaloo, Alireza
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27 |
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p. 747-766
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The corrosion-fatigue measurement test of the Zn-Al alloy coated steel wire
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Xue, Songling
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27 |
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p. 1195-1201
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| 179 |
The cyclic behavior of Butterfly-shaped Link Steel Plate Shear Walls with and without Buckling-restrainers
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Valizadeh, Hadi
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27 |
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p. 607-625
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| 180 |
The effect of specimen geometry on the compressive and tensile strengths of self-compacting rubberised concrete containing waste rubber granules
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Valizadeh, Afsaneh
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27 |
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p. 1646-1659
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The Lightest Beam Method – A methodology to find ultimate steel savings and reduce embodied carbon in steel framed buildings
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Drewniok, Michał P.
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27 |
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p. 687-701
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The mechanical properties of tailing recycled aggregate concrete and its resistance to the coupled deterioration of sulfate attack and wetting–drying cycles
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Xu, Fan
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27 |
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p. 2208-2216
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| 183 |
Theoretical and experimental studies on tapered plate-rubber isolator
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He, Wenfu
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p. 1977-1993
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The pulse effect on the isolation device optimization of simply supported bridges in near-fault regions
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Jiang, Linwei
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p. 853-867
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Through gusset connection for two-story X-braced frames, a numerical study
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Roostaeyan, Elahe
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p. 285-296
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Topology optimisation of lattice telecommunication tower and performance-based design considering wind and ice loads
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Tsavdaridis, Konstantinos Daniel
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p. 2379-2399
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Torsional response reduction of plan-asymmetric vertical seismic isolation by appropriate distribution of viscous and viscoelastic dampers
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Milanchian, Reza
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p. 962-974
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Utilization of Wilcoxon-Mann-Whitney statistics in assessing the reliability of nondestructive evaluation technologies
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Sultan, Ali A.
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p. 780-787
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Validation of long-term temperature simulations in a steel-concrete composite girder
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Zhang, Chenyu
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p. 1962-1976
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Wind-resistant optimal design of tall buildings based on improved genetic algorithm
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Li, Yi
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p. 2182-2191
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