| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
Advanced corrective training strategy for surrogating complex hysteretic behavior
|
Xu, Yongjia
|
|
|
41 |
C |
p. 1792-1803
|
artikel
|
| 2 |
A modal displacement-based design method for irregular building frames equipped with elastomeric bearings
|
Mohammadian Shalmaee, Mahdi
|
|
|
41 |
C |
p. 541-552
|
artikel
|
| 3 |
Analysis of crack propagation in onshore wind turbine foundations using the double-K fracture model
|
Amponsah, Evans
|
|
|
41 |
C |
p. 925-942
|
artikel
|
| 4 |
Analysis of shear stresses in tapered beams under bending, shear and axial force
|
Su, Xiaolong
|
|
|
41 |
C |
p. 849-865
|
artikel
|
| 5 |
Analysis of the seismic behavior of traditional Chinese timber structures in the Tang Dynasty
|
Wang, Juan
|
|
|
41 |
C |
p. 447-462
|
artikel
|
| 6 |
Analytical investigation of the main cable bending stiffness effect on free flexural vibration of suspension bridges with a 3D cable system
|
Sun, Yuan
|
|
|
41 |
C |
p. 764-776
|
artikel
|
| 7 |
An energy-based method to calculate the vulnerability scores of RC buildings for rapid structural assessment methods
|
Demirbas, Nurbanu
|
|
|
41 |
C |
p. 147-158
|
artikel
|
| 8 |
ANN-based rapid seismic fragility analysis for multi-span concrete bridges
|
Liu, Zhenliang
|
|
|
41 |
C |
p. 804-817
|
artikel
|
| 9 |
A novel cohesive zone model for predicting the interface bonding behaviours of the ballastless track of high-speed railway
|
Lu, Zhao-Hui
|
|
|
41 |
C |
p. 1-14
|
artikel
|
| 10 |
A numerical and experimental seismic study on the ductile tubular elements and their performance in Y-Shaped braces
|
Solaimani Nezhad, Mohammad Reza
|
|
|
41 |
C |
p. 737-749
|
artikel
|
| 11 |
A performance-based optimization framework applied to a classical STM-designed deep beam
|
Silveira, Marcos V.G.
|
|
|
41 |
C |
p. 488-500
|
artikel
|
| 12 |
Artificial neural network for technical feasibility prediction of seismic retrofitting in existing RC structures
|
Falcone, Roberto
|
|
|
41 |
C |
p. 1220-1234
|
artikel
|
| 13 |
Artificial neural network model for predicting the local compression capacity of stirrups-confined concrete
|
Li, Sheng
|
|
|
41 |
C |
p. 943-956
|
artikel
|
| 14 |
A simple method for approximate estimation of the displacement response of base-isolated structures
|
Yaghmaei-Sabegh, Saman
|
|
|
41 |
C |
p. 1570-1583
|
artikel
|
| 15 |
A simplified coupled model for predicting dynamic processes of vehicle impact on pier columns
|
Wang, W.
|
|
|
41 |
C |
p. 997-1013
|
artikel
|
| 16 |
Behavior of CFRP-strengthened RC beams with circular web openings in shear zones: Numerical study
|
Özkılıç, Yasin Onuralp
|
|
|
41 |
C |
p. 1369-1389
|
artikel
|
| 17 |
Behaviour and design of prefabricated connections under combined bending and compression for free-form grid structures
|
Quan, Guan
|
|
|
41 |
C |
p. 1763-1780
|
artikel
|
| 18 |
Behaviour of plug-and-play joints between RHS columns and CFS trusses
|
Tankova, Trayana
|
|
|
41 |
C |
p. 1719-1745
|
artikel
|
| 19 |
Bond behavior between recycled aggregate concrete and steel rebar subjected to biaxial lateral pressure
|
Yang, Haifeng
|
|
|
41 |
C |
p. 139-146
|
artikel
|
| 20 |
Cable loss performance investigation of cable-stayed bridge equipped with Roll-N-Cage isolator
|
Omran, Mohammad E.
|
|
|
41 |
C |
p. 1329-1344
|
artikel
|
| 21 |
Cast-in-place fasteners under tensile loading: A critical review
|
Di Nunzio, G.
|
|
|
41 |
C |
p. 1532-1545
|
artikel
|
| 22 |
Compressive behaviour of double skin sections with stainless steel outer tubes and recycled aggregate concrete
|
Castanheira, D.S.
|
|
|
41 |
C |
p. 750-763
|
artikel
|
| 23 |
Conservation and repair of a historical masonry ruin belonging to the Middle Byzantine Era: The case of ruined cistern unearthed in the Çobankale archeological site (Yalova, Turkey)
|
Seçkin, Selçuk
|
|
|
41 |
C |
p. 1411-1431
|
artikel
|
| 24 |
Damage assessment of reinforced concrete beams using cost-effective MEMS accelerometers
|
Khan, Sultani Mulk
|
|
|
41 |
C |
p. 602-618
|
artikel
|
| 25 |
Data-driven model for predicting intermediate crack induced debonding of FRP-strengthened RC beams in flexure
|
Li, Guibing
|
|
|
41 |
C |
p. 1178-1189
|
artikel
|
| 26 |
Data driven strength and strain enhancement model for FRP confined concrete using Bayesian optimization
|
Du, Junsong
|
|
|
41 |
C |
p. 1345-1358
|
artikel
|
| 27 |
Data-driven structural condition assessment for high-speed railway bridges using multi-band FIR filtering and clustering
|
Li, Yiwei
|
|
|
41 |
C |
p. 1546-1558
|
artikel
|
| 28 |
Demountable shear wall with rocking boundary columns for precast concrete buildings in high seismic regions
|
Naserpour, Afshin
|
|
|
41 |
C |
p. 1454-1474
|
artikel
|
| 29 |
Design of thin steel battens subject to pull-through failures
|
Sivapathasundaram, Mayooran
|
|
|
41 |
C |
p. 1397-1410
|
artikel
|
| 30 |
Design, optimization and testing of extruded aluminium profiles assembled by mechanical snap-fit
|
Alric, Jean
|
|
|
41 |
C |
p. 836-848
|
artikel
|
| 31 |
Determining launching construction parameters of superlong superwide bridges: A multiobjective optimization method using machine learning techniques
|
Sun, Yuan
|
|
|
41 |
C |
p. 15-28
|
artikel
|
| 32 |
Developing and testing innovative beam–column joint damper
|
Zhao, Xin
|
|
|
41 |
C |
p. 1584-1601
|
artikel
|
| 33 |
Dynamic shear response of ultra-high-performance fiber-reinforced concretes under impact loading
|
Tran, Ngoc Thanh
|
|
|
41 |
C |
p. 724-736
|
artikel
|
| 34 |
Effect of shear force on the rotational performance of straight mortise-tenon joints
|
Wu, Ya-Jie
|
|
|
41 |
C |
p. 501-510
|
artikel
|
| 35 |
Effects of twin excavations with different construction sequence on a brick masonry wall: 3D finite element approach
|
Ali Soomro, Mukhtiar
|
|
|
41 |
C |
p. 866-886
|
artikel
|
| 36 |
Efficient numerical analyses of RC beams subjected to impact loading using axial-flexure-shear fiber beam model
|
Wang, W.
|
|
|
41 |
C |
p. 1559-1569
|
artikel
|
| 37 |
Enhancing buckling capacity of angle steel using unbonded CFRP laminates processed by Vacuum-assisted Resin Transfer Molding (VaRTM)
|
Yoresta, Fengky Satria
|
|
|
41 |
C |
p. 173-189
|
artikel
|
| 38 |
Equivalent damping ratio for mixed structures including the soil-structure interaction
|
Kaveh, Ali
|
|
|
41 |
C |
p. 29-35
|
artikel
|
| 39 |
Evaluation of cyclic bond-slip behavior of smooth bars in low strength concrete: An experimental and stochastic study
|
Yurdakul, Özgür
|
|
|
41 |
C |
p. 568-585
|
artikel
|
| 40 |
Experimental and numerical investigation of a novel PBL connection between the RC frame and corrugated steel plate shear wall
|
Jin, Shuangshuang
|
|
|
41 |
C |
p. 1235-1246
|
artikel
|
| 41 |
Experimental and numerical investigation of flexural behaviour of secant pipe roofing structure
|
Li, Shengang
|
|
|
41 |
C |
p. 818-835
|
artikel
|
| 42 |
Experimental and theoretical study on flexural behavior of high strength concrete encased steel beams with steel fibers
|
Tao, Qinglin
|
|
|
41 |
C |
p. 1359-1368
|
artikel
|
| 43 |
Experimental investigation of the shear behaviour of concrete beams with CFRP strip stirrups under static and fatigue loading
|
Wu, Meizhong
|
|
|
41 |
C |
p. 1602-1615
|
artikel
|
| 44 |
Experimental investigations of resilient hybrid fiber reinforced SCC beam-column subassemblies under cyclic loadings
|
Hait, Pritam
|
|
|
41 |
C |
p. 389-403
|
artikel
|
| 45 |
Experimental research of seismic performance of buckling-restrained braced frame with ductile connections
|
Jia, Mingming
|
|
|
41 |
C |
p. 908-924
|
artikel
|
| 46 |
Experimental seismic performance evaluation of brick masonry cavity-wall buildings
|
Ullah Khan, Sifat
|
|
|
41 |
C |
p. 1781-1791
|
artikel
|
| 47 |
Experimental study and finite element analysis on impact resistance of large-rupture-strain FRP reinforced civil air defense wall
|
Shi, Chenglong
|
|
|
41 |
C |
p. 511-524
|
artikel
|
| 48 |
Experimental study and numerical simulation analysis of the Bolted-Welded hybrid connection joint of steel frame under fire
|
Fan, Shenggang
|
|
|
41 |
C |
p. 77-98
|
artikel
|
| 49 |
Experimental study on seismic behaviour of the outrigger truss-core wall spatial joints with peripheral CFST columns
|
Rui, Jia
|
|
|
41 |
C |
p. 1014-1026
|
artikel
|
| 50 |
Experimental study on seismic performance of resilient recycled aggregate concrete shear walls
|
Zhang, Jianwei
|
|
|
41 |
C |
p. 36-50
|
artikel
|
| 51 |
Experimental study on seismic performance of seismic-damaged RC frames strengthened by different strengthening methods
|
Chu, Yunpeng
|
|
|
41 |
C |
p. 1475-1487
|
artikel
|
| 52 |
Experimental study on shear behavior of reinforced concrete deep beams with high-strength bars under uniform load
|
Si, Xian-Yang
|
|
|
41 |
C |
p. 553-567
|
artikel
|
| 53 |
Experimental techniques in structural Testing: Common Mistakes, how to avoid them and other advice
|
Gilbert, Benoit P.
|
|
|
41 |
C |
p. 1687-1699
|
artikel
|
| 54 |
Experiment and numerical simulation investigation for crack growth of deck-to-rib welded details in orthotropic steel bridge decks
|
Zhuang, Mei-Ling
|
|
|
41 |
C |
p. 1109-1121
|
artikel
|
| 55 |
Exploration to novel arrangements of longitudinal reinforcement of gravity railway bridge pier by shaking table test
|
Li, Jiawen
|
|
|
41 |
C |
p. 1278-1287
|
artikel
|
| 56 |
Fatigue life modelling of railway prestressed concrete sleepers
|
Li, Dan
|
|
|
41 |
C |
p. 643-656
|
artikel
|
| 57 |
Finite element analysis of the shear capacity of stainless-steel screw connections
|
Zhao, Jun
|
|
|
41 |
C |
p. 957-968
|
artikel
|
| 58 |
Flexural capacity assessment of precast deck joints based on deep forest
|
Wang, Xianlin
|
|
|
41 |
C |
p. 270-286
|
artikel
|
| 59 |
Fragility of offshore wind turbines variation with pulse-period and amplitude: Directivity and Fling step
|
Chaudhari, Vasudeo
|
|
|
41 |
C |
p. 66-76
|
artikel
|
| 60 |
Graphic statics: projective funicular polygon
|
Markou, Athanasios A.
|
|
|
41 |
C |
p. 1390-1396
|
artikel
|
| 61 |
Impact resistance of unequal diameter double U-shaped metal energy dissipation bearing
|
Liang, Gao
|
|
|
41 |
C |
p. 404-418
|
artikel
|
| 62 |
In-field dynamic response of instrumented wine tanks subjected to aftershock earthquakes
|
Yazdanian, Mohsen
|
|
|
41 |
C |
p. 1637-1654
|
artikel
|
| 63 |
Influence of reinforcement parameters on punching shear capacity of laterally restrained FRP-reinforced concrete bridge deck slabs
|
Abandah, Mohammad R.
|
|
|
41 |
C |
p. 434-446
|
artikel
|
| 64 |
In-plane behavior of Chuan-Dou style wooden frames with infill under cyclic loading
|
Guo, Ting
|
|
|
41 |
C |
p. 1311-1328
|
artikel
|
| 65 |
Intralaminar crack propagation of glass fiber reinforced composite laminate
|
Zhao, Changfang
|
|
|
41 |
C |
p. 787-803
|
artikel
|
| 66 |
Modeling of opening for realistic assessment of infilled RC frame buildings
|
Kurmi, P.L.
|
|
|
41 |
C |
p. 1700-1709
|
artikel
|
| 67 |
Moment-resisting self-drilling dowel connections between steel link beams and CLT for coupled walls
|
Moerman, Ben
|
|
|
41 |
C |
p. 365-374
|
artikel
|
| 68 |
Multi-objective optimization and seismic performance verification of multiple tuned impact dampers for nonlinear benchmark building
|
Lu, Zheng
|
|
|
41 |
C |
p. 1672-1686
|
artikel
|
| 69 |
Multivariate statistical sensitivity analysis of the completed structural state for Long-span Cable-Stayed bridges
|
Mei, Dapeng
|
|
|
41 |
C |
p. 51-65
|
artikel
|
| 70 |
Neural network model for bond strength of FRP bars in concrete
|
Concha, Nolan C.
|
|
|
41 |
C |
p. 306-317
|
artikel
|
| 71 |
Neural network models for the critical bending moment of uniform and tapered beams
|
Couto, Carlos
|
|
|
41 |
C |
p. 1746-1762
|
artikel
|
| 72 |
Numerical analysis on collapse performance of post-tensioned concrete frames with post-tensioning BFRP bars under an interior-column-removal scenario
|
Yang, Tao
|
|
|
41 |
C |
p. 1288-1300
|
artikel
|
| 73 |
Numerical investigation on the behavior of reinforced concrete slabs strengthened with carbon fiber textile reinforcement under impact loads
|
Batarlar, Baturay
|
|
|
41 |
C |
p. 1164-1177
|
artikel
|
| 74 |
Numerical simulation method of SRC frame column based on FLPH model
|
Wang, Bin
|
|
|
41 |
C |
p. 1442-1453
|
artikel
|
| 75 |
Numerical study on prequalification and cyclic performance of column-tree connections
|
Karami, Behnam
|
|
|
41 |
C |
p. 331-348
|
artikel
|
| 76 |
On dynamic analysis and damage evaluation for bridge girders under high-energy air burst
|
Yang, Shanglin
|
|
|
41 |
C |
p. 1488-1500
|
artikel
|
| 77 |
One-Year Push-Off specimens using cocktail and polymeric fibres at elevated temperatures
|
Alimrani, Naser S.
|
|
|
41 |
C |
p. 128-138
|
artikel
|
| 78 |
Optimization of reinforced bentocrete column parameters under eccentric compression
|
Achyutha Kumar Reddy, M.
|
|
|
41 |
C |
p. 1027-1060
|
artikel
|
| 79 |
Optimum proportion of fly ash or slag for resisting concrete deterioration due to carbonation and chloride ingress
|
Rumman, Rubaiya
|
|
|
41 |
C |
p. 287-305
|
artikel
|
| 80 |
Optimum vertical location and design of multiple tuned mass dampers under seismic excitations
|
Ozturk, Baki
|
|
|
41 |
C |
p. 1141-1163
|
artikel
|
| 81 |
Out-of-plane flexural performance of concrete composite wide flat beam with hollow-core slabs
|
Jiang, Qing
|
|
|
41 |
C |
p. 629-642
|
artikel
|
| 82 |
P-Delta effects on nonlinear dynamic response of steel moment-resisting frame structures subjected to near-fault pulse-like ground motions
|
Zhang, Rui
|
|
|
41 |
C |
p. 1122-1140
|
artikel
|
| 83 |
Perceptions of long-term monitoring for civil and structural engineering
|
Wynne, Zachariah
|
|
|
41 |
C |
p. 1616-1623
|
artikel
|
| 84 |
Post-earthquake seismic capacity estimation of reinforced concrete bridge piers using Machine learning techniques
|
Todorov, Borislav
|
|
|
41 |
C |
p. 1190-1206
|
artikel
|
| 85 |
Predicting shear strength of steel fiber reinforced concrete beam-column joints by modified compression field theory
|
Zhang, Luyang
|
|
|
41 |
C |
p. 1432-1441
|
artikel
|
| 86 |
Progressive collapse evaluation of RC frames under high-temperature conditions: Experimental and finite element investigations
|
Parthasarathi, N.
|
|
|
41 |
C |
p. 375-388
|
artikel
|
| 87 |
Regional sustainable development impact through sustainable bridge optimization
|
Zhou, Zhi Wu
|
|
|
41 |
C |
p. 1061-1076
|
artikel
|
| 88 |
Reliability analysis of deteriorated post-tensioned concrete bridges: The case study of Ynys-y-Gwas bridge in UK
|
Al-Mosawe, Doha
|
|
|
41 |
C |
p. 242-259
|
artikel
|
| 89 |
Repairing damaged steel plate shear wall with additional ribs
|
Du, Yipeng
|
|
|
41 |
C |
p. 222-234
|
artikel
|
| 90 |
Research on critical anchorage length of UHPC-CA and HTRB600E high-strength steel bars
|
Xu, Gang
|
|
|
41 |
C |
p. 235-241
|
artikel
|
| 91 |
Research on damping performance and parameter influence of new frame-MRD-core tube composite structural system
|
Huang, Kun
|
|
|
41 |
C |
p. 215-221
|
artikel
|
| 92 |
Resonance and cancellation phenomena in partially clamped simply supported beam bridges under moving trains
|
EL Hankari, Said
|
|
|
41 |
C |
p. 1247-1256
|
artikel
|
| 93 |
Response of restrained stainless steel corrugated web beams at elevated temperature
|
Khan, Mustesin Ali
|
|
|
41 |
C |
p. 668-683
|
artikel
|
| 94 |
Review of finite element model updating methods for structural applications
|
Ereiz, Suzana
|
|
|
41 |
C |
p. 684-723
|
artikel
|
| 95 |
Seismic analysis of a frame structure equipped with displacement-amplified torsional dampers
|
Mao, Huimin
|
|
|
41 |
C |
p. 190-202
|
artikel
|
| 96 |
Seismic assessment of existing precast RC industrial buildings in Portugal
|
Batalha, Nádia
|
|
|
41 |
C |
p. 777-786
|
artikel
|
| 97 |
Seismic assessment of irregular RC frames with tall ground story incorporating nonlinear soil–structure interaction
|
Asadi-Ghoozhdi, Hamid
|
|
|
41 |
C |
p. 159-172
|
artikel
|
| 98 |
Seismic damage analysis of Yematan Bridge under near-fault earthquakes
|
Zu, Lin
|
|
|
41 |
C |
p. 586-601
|
artikel
|
| 99 |
Seismic performance indicator and seismic performance levels of rectangular underground structures
|
Bao, Xin
|
|
|
41 |
C |
p. 117-127
|
artikel
|
| 100 |
Seismic performance of precast single-row reinforced concrete shear walls connected by grouted joints with button-head bars
|
Dong, Hongying
|
|
|
41 |
C |
p. 1655-1671
|
artikel
|
| 101 |
Seismic performance of reinforced concrete frame with lead viscoelastic damper under mainshock-aftershock sequences
|
Huang, Weiyuan
|
|
|
41 |
C |
p. 1624-1636
|
artikel
|
| 102 |
Seismic performance of single-storey light timber-framed buildings braced by gypsum plasterboards considering rigidity of ceiling diaphragms
|
Ma, Zhong
|
|
|
41 |
C |
p. 1207-1219
|
artikel
|
| 103 |
Shaking table testing of two storey As-Built and retrofitted scaled URM buildings
|
Giaretton, Marta
|
|
|
41 |
C |
p. 260-269
|
artikel
|
| 104 |
Shear resistance of multi-cell special-shaped CFST column to H-section steel beam joint
|
Cheng, Yu
|
|
|
41 |
C |
p. 419-433
|
artikel
|
| 105 |
Size effect on flexural behavior of ultra-high-performance concrete beams with different reinforcement
|
Cao, Xia
|
|
|
41 |
C |
p. 969-981
|
artikel
|
| 106 |
Space mapping-based computational morphogenesis of continuum structures using isolines with free-boundary design domain
|
Ma, Zhenfu
|
|
|
41 |
C |
p. 318-330
|
artikel
|
| 107 |
Static and fatigue behaviour of ECC link slabs in reinforced concrete girder Joint-Free bridges
|
Chu, K.
|
|
|
41 |
C |
p. 1301-1310
|
artikel
|
| 108 |
Static and fatigue performance of steel bridge decks strengthened with air-cured UHPC
|
Liu, Yiming
|
|
|
41 |
C |
p. 203-214
|
artikel
|
| 109 |
Structural design of responsive under-deck cable-stayed footbridges
|
Corral, María del Mar
|
|
|
41 |
C |
p. 1501-1514
|
artikel
|
| 110 |
Structural dynamic properties of reinforced concrete tunnel form system buildings
|
Hadzima-Nyarko, Marijana
|
|
|
41 |
C |
p. 657-667
|
artikel
|
| 111 |
Structural fire design of load-bearing cold-formed steel assemblies from a prototype metal building
|
Yan, Xia
|
|
|
41 |
C |
p. 1266-1277
|
artikel
|
| 112 |
Structural performance evaluation of UHPC/conventional concrete cast on new Y-shape FRP stay-in-place formwork for concrete bridge decks
|
Pournasiri, Emad
|
|
|
41 |
C |
p. 1077-1091
|
artikel
|
| 113 |
Structural probabilistic seismic risk analysis and damage prediction based on artificial neural network
|
Jia, Da-Wei
|
|
|
41 |
C |
p. 982-996
|
artikel
|
| 114 |
Study on axial compressive behavior of circular steel tube confined rubberized concrete stub columns
|
Zhaoyuan, Yang
|
|
|
41 |
C |
p. 887-907
|
artikel
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