| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A full-scale timbrel cross vault subjected to vertical cyclical displacements in one of its supports
|
Torres, Benjamín
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183 |
C |
p. 791-804
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artikel
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| 2 |
A multi-stage-based nonlinear static procedure for estimating seismic demands of steel MRFs equipped with steel slit walls
|
Ke, Ke
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183 |
C |
p. 1091-1108
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artikel
|
| 3 |
An innovative resilient rocking column with replaceable steel slit dampers: Experimental program on seismic performance
|
Liu, Yang
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183 |
C |
p. 830-840
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artikel
|
| 4 |
A nonlinear approach to the wind strength of Gothic Cathedrals: The case of Notre Dame of Paris
|
Vannucci, P.
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183 |
C |
p. 860-873
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artikel
|
| 5 |
A nonlinear numerical scheme to simulate multiple wind effects on twin-box girder suspension bridges
|
Zhou, Rui
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183 |
C |
p. 1072-1090
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artikel
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| 6 |
A novel algorithm for longitudinal track-bridge interactions considering loading history and using a verified mechanical model of fasteners
|
Luo, Jun
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183 |
C |
p. 52-68
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artikel
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| 7 |
A novel step-wise AK-MCS method for efficient estimation of fuzzy failure probability under probability inputs and fuzzy state assumption
|
Yun, Wanying
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183 |
C |
p. 340-350
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artikel
|
| 8 |
An uncertain computational model for random vibration analysis of subsea pipelines subjected to spatially varying ground motions
|
Zhang, Yahui
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183 |
C |
p. 550-561
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artikel
|
| 9 |
A Simplified method to minimize exterior girder rotation of steel bridges during deck construction
|
Hui, Li
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183 |
C |
p. 84-93
|
artikel
|
| 10 |
Axial capacity of steel tube-reinforced concrete stub columns
|
Hong, Huan-Peng
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183 |
C |
p. 523-532
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artikel
|
| 11 |
Bayesian based nonlinear model updating using instantaneous characteristics of structural dynamic responses
|
Xin, Yu
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183 |
C |
p. 459-474
|
artikel
|
| 12 |
Behaviour of cold-formed high strength steel RHS under localised bearing forces
|
Li, Hai-Ting
|
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183 |
C |
p. 1049-1058
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artikel
|
| 13 |
Behaviour of concrete-filled corrugated steel tubes under axial compression
|
Wang, Yuyin
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183 |
C |
p. 475-495
|
artikel
|
| 14 |
Bell’s dynamic interaction on a reinforced concrete bell tower
|
Ivorra, Salvador
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183 |
C |
p. 965-975
|
artikel
|
| 15 |
Block shear failure mechanism of axially-loaded groups of screws
|
Mahlknecht, Ursula
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183 |
C |
p. 220-242
|
artikel
|
| 16 |
Bridge damping identification by vehicle scanning method
|
Yang, Y.B.
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183 |
C |
p. 637-645
|
artikel
|
| 17 |
Collapse performance of composite steel frames under fire
|
Qin, Chao
|
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183 |
C |
p. 662-676
|
artikel
|
| 18 |
Collapse risk assessment of a Chilean dual wall-frame reinforced concrete office building
|
Araya-Letelier, G.
|
|
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183 |
C |
p. 770-779
|
artikel
|
| 19 |
Corrigendum to “An empirical approach for nonlinear modelling and deformation capacity assessment of RC columns with plain bars” [Eng. Struct. 176 (2018) 539–554]
|
Verderame, Gerardo M.
|
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183 |
C |
p. 69
|
artikel
|
| 20 |
Cyclic testing of replaceable damper: Earthquake-resilient prefabricated column-flange beam-column joint
|
Jiang, Zi-qin
|
|
|
183 |
C |
p. 922-936
|
artikel
|
| 21 |
Cyclic testing of seismic dampers consisting of multiple energy absorbing steel plate clusters
|
Qiu, Canxing
|
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183 |
C |
p. 255-264
|
artikel
|
| 22 |
3D beam–column corner joints retrofitted with X-shaped FRP sheets attached via the EBROG technique
|
Mostofinejad, Davood
|
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183 |
C |
p. 987-998
|
artikel
|
| 23 |
Destructive testing and computer modeling of a scale prestressed concrete I-girder bridge
|
Murray, Cameron D.
|
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183 |
C |
p. 195-205
|
artikel
|
| 24 |
Development and experimental behavior of HDR seismic isolators for low-rise residential buildings
|
Madera Sierra, Ingrid E.
|
|
|
183 |
C |
p. 894-906
|
artikel
|
| 25 |
Direct analysis of tapered-I-section columns by one-element-per-member models with the appropriate geometric-imperfections
|
Bai, Rui
|
|
|
183 |
C |
p. 907-921
|
artikel
|
| 26 |
Dynamic behavior of CHS-SHS tubular T-joints subjected to low-velocity impact loading
|
Gao, Fei
|
|
|
183 |
C |
p. 720-740
|
artikel
|
| 27 |
Editorial Board
|
|
|
|
183 |
C |
p. ii
|
artikel
|
| 28 |
Editorial for special issue on Sustainable Metallic Structures
|
Ghafoori, Elyas
|
|
|
183 |
C |
p. 83
|
artikel
|
| 29 |
Effect of the spatial variability of strength parameters on the dynamic damage characteristics of gravity dams
|
Lu, Xiang
|
|
|
183 |
C |
p. 281-289
|
artikel
|
| 30 |
Effects of high-strength reinforcing bars and concrete on seismic behavior of RC beam-column joints
|
Alavi-Dehkordi, Sayedmahdi
|
|
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183 |
C |
p. 702-719
|
artikel
|
| 31 |
Efficient assessment of 3D train-track-bridge interaction combining multi-time-step method and moving track technique
|
Zhu, Zhihui
|
|
|
183 |
C |
p. 290-302
|
artikel
|
| 32 |
Efficient uncertainty quantification method applied to structural fire engineering computations
|
Gernay, Thomas
|
|
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183 |
C |
p. 1-17
|
artikel
|
| 33 |
Elastic behaviour of a tapered steel-concrete composite beam optimized for reuse
|
Nijgh, Martin Paul
|
|
|
183 |
C |
p. 366-374
|
artikel
|
| 34 |
Experimental and numerical study on seismic response of inclined tower legs of cable-stayed bridges during earthquakes
|
Yi, Jiang
|
|
|
183 |
C |
p. 180-194
|
artikel
|
| 35 |
Experimental estimation of seismic properties of new precast shear wall spatial structure model
|
Wu, Dongyue
|
|
|
183 |
C |
p. 319-339
|
artikel
|
| 36 |
Experimental research on fire-damaged RC continuous T-beams subsequently strengthened with CFRP sheets
|
Xu, Qingfeng
|
|
|
183 |
C |
p. 135-149
|
artikel
|
| 37 |
Experimental seismic behavior of a two-story CLT platform building
|
van de Lindt, John W.
|
|
|
183 |
C |
p. 408-422
|
artikel
|
| 38 |
Experimental study of the lateral performance of a steel stud wall with a semi-rigid connected frame
|
Bao, Wei
|
|
|
183 |
C |
p. 677-689
|
artikel
|
| 39 |
Experimental study on demountable steel-concrete connectors subjected to combined shear and tension
|
Tan, Ee Loon
|
|
|
183 |
C |
p. 110-123
|
artikel
|
| 40 |
Extension of REBMIX algorithm to von Mises parametric family for modeling joint distribution of wind speed and direction
|
Ye, X.W.
|
|
|
183 |
C |
p. 1134-1145
|
artikel
|
| 41 |
Finite element analysis of fatigue crack growth in CFRP-repaired four-point bend specimens
|
Huang, Cheng
|
|
|
183 |
C |
p. 398-407
|
artikel
|
| 42 |
Finite element modelling to predict the flexural behaviour of ultra-high performance concrete members
|
Yin, Hor
|
|
|
183 |
C |
p. 741-755
|
artikel
|
| 43 |
Friction characteristics of post-tensioning tendons in full-scale structures
|
Kim, Sang-Hyun
|
|
|
183 |
C |
p. 389-397
|
artikel
|
| 44 |
GFRP reinforced concrete slabs in fire: Finite element modelling
|
Hajiloo, Hamzeh
|
|
|
183 |
C |
p. 1109-1120
|
artikel
|
| 45 |
High-speed running maglev trains interacting with elastic transitional viaducts
|
Xu, You-Lin
|
|
|
183 |
C |
p. 562-578
|
artikel
|
| 46 |
Hysteretic model for steel piers considering the local buckling of steel plates
|
Chen, Shuxian
|
|
|
183 |
C |
p. 303-318
|
artikel
|
| 47 |
Impact force profile and failure classification of reinforced concrete bridge columns against vehicle impact
|
Do, Tin V.
|
|
|
183 |
C |
p. 443-458
|
artikel
|
| 48 |
Influence of masonry infills on seismic response of RC frames under low frequency cyclic load
|
Ning, Ning
|
|
|
183 |
C |
p. 70-82
|
artikel
|
| 49 |
Influence of modal coupling and geometrical imperfections on the nonlinear buckling of cylindrical panels under static axial load
|
Morais, Jordana L.
|
|
|
183 |
C |
p. 816-829
|
artikel
|
| 50 |
Investigation of shear performance of UHPC by direct shear tests
|
Wu, Pengtao
|
|
|
183 |
C |
p. 780-790
|
artikel
|
| 51 |
Investigation on the sensitivity of flexible foundation models of an offshore wind turbine under earthquake loadings
|
Yang, Yang
|
|
|
183 |
C |
p. 756-769
|
artikel
|
| 52 |
Investigations on web-shear behavior of deep precast, prestressed concrete hollow core slabs
|
Nguyen, T.N. Hang
|
|
|
183 |
C |
p. 579-593
|
artikel
|
| 53 |
Load resistance and hysteretic response of multiple cross-arm pre-tensioned cable stayed buckling-restrained braces
|
Zhou, Peng
|
|
|
183 |
C |
p. 949-964
|
artikel
|
| 54 |
Mechanics and failure characteristics of hybrid fiber-reinforced concrete (HyFRC) composites with longitudinal steel reinforcement
|
Nguyen, Wilson
|
|
|
183 |
C |
p. 243-254
|
artikel
|
| 55 |
Modelling the behaviour of concrete-encased concrete-filled steel tube (CFST) columns subjected to full-range fire
|
Zhou, Kan
|
|
|
183 |
C |
p. 265-280
|
artikel
|
| 56 |
Multi-dimensional wind fragility functions for wood utility poles
|
Mohammadi Darestani, Yousef
|
|
|
183 |
C |
p. 937-948
|
artikel
|
| 57 |
New advancements, challenges and opportunities of multi-storey modular buildings – A state-of-the-art review
|
Ferdous, Wahid
|
|
|
183 |
C |
p. 883-893
|
artikel
|
| 58 |
Novel semi-analytical model to calculate shear forces due to viscoelastic interactions
|
Sellin, Jean-Philippe
|
|
|
183 |
C |
p. 999-1013
|
artikel
|
| 59 |
Numerical study on seismic force modification factors of hybrid light wood frame structures connected to a stiff core
|
Zhou, Lina
|
|
|
183 |
C |
p. 874-882
|
artikel
|
| 60 |
Post-fire resistance of internally ring stiffened high performance concrete filled steel tube columns
|
Ekmekyapar, Talha
|
|
|
183 |
C |
p. 375-388
|
artikel
|
| 61 |
Post-fire seismic behavior of two-bay two-story frames with high-performance fiber-reinforced cementitious composite joints
|
Li, Xiuling
|
|
|
183 |
C |
p. 150-159
|
artikel
|
| 62 |
Proposal and experimental validation of simplified strut-and-tie models on dapped-end beams
|
Mata-Falcón, Jaime
|
|
|
183 |
C |
p. 594-609
|
artikel
|
| 63 |
RC arch bridge seismic performance evaluation by sectional N-M interaction and coupling effect of brace beams
|
Deng, Kailai
|
|
|
183 |
C |
p. 18-29
|
artikel
|
| 64 |
Refined parametric models for wind load resistances of wood-frame walls
|
Quayyum, Shahriar
|
|
|
183 |
C |
p. 841-859
|
artikel
|
| 65 |
Removal of masking effect for damage detection of structures
|
Soo Lon Wah, William
|
|
|
183 |
C |
p. 646-661
|
artikel
|
| 66 |
Repair assessment for distortion-induced fatigue cracks in a seismically retrofitted double-deck bridge complex
|
Motaleb, Mehdi
|
|
|
183 |
C |
p. 124-134
|
artikel
|
| 67 |
Robustness of RC buildings to progressive collapse: Influence of building height
|
Shan, Li
|
|
|
183 |
C |
p. 690-701
|
artikel
|
| 68 |
Seismic behavior of composite beam connected to HSS column with large width-to-thickness ratio
|
Eslami, Mohammadreza
|
|
|
183 |
C |
p. 423-442
|
artikel
|
| 69 |
Seismic control of modularized suspended structures with optimal vertical distributions of the secondary structure parameters
|
Ye, Zhihang
|
|
|
183 |
C |
p. 160-179
|
artikel
|
| 70 |
Size effect on seismic performance of high-strength reinforced concrete columns subjected to monotonic and cyclic loading
|
Li, Zhenbao
|
|
|
183 |
C |
p. 206-219
|
artikel
|
| 71 |
Static and dynamic analysis of corrugated-core sandwich plates using finite strip method
|
Zamanifar, Hossein
|
|
|
183 |
C |
p. 30-51
|
artikel
|
| 72 |
Stress-strain model for C-shape confined concrete masonry boundary elements of RM shear walls
|
Obaidat, Ala' T.
|
|
|
183 |
C |
p. 1059-1071
|
artikel
|
| 73 |
Structural performance of a shape-adaptive composite hydrofoil using automated fibre placement
|
Maung, P.
|
|
|
183 |
C |
p. 351-365
|
artikel
|
| 74 |
Structural performance of CFRP-strengthened concrete-filled stainless steel tubular short columns
|
Sharif, Alfarabi M.
|
|
|
183 |
C |
p. 94-109
|
artikel
|
| 75 |
Structural performance of state-of-the-art VectorBloc modular connector under axial loads
|
Dhanapal, Jothiarun
|
|
|
183 |
C |
p. 496-509
|
artikel
|
| 76 |
Superelastic NiTi SMA cables: Thermal-mechanical behavior, hysteretic modelling and seismic application
|
Fang, Cheng
|
|
|
183 |
C |
p. 533-549
|
artikel
|
| 77 |
Testing, numerical simulation and design of prestressed high strength steel arched trusses
|
Afshan, S.
|
|
|
183 |
C |
p. 510-522
|
artikel
|
| 78 |
The bond behaviour of CFRP-to-steel bonded joints with varying bond properties at elevated temperatures
|
Zhou, Hao
|
|
|
183 |
C |
p. 1121-1133
|
artikel
|
| 79 |
The problematic nature of steel hollow section joint fabrication, and a remedy using laser cutting technology: A review of research, applications, opportunities
|
Kanyilmaz, Alper
|
|
|
183 |
C |
p. 1027-1048
|
artikel
|
| 80 |
Uniaxial compression bearing capacity of bolted ball-cylinder joint
|
Zeng, Qiang
|
|
|
183 |
C |
p. 976-986
|
artikel
|
| 81 |
Unified code-compliant equations for bending and ductility capacity of full and hollow rectangular RC sections
|
Petrone, Floriana
|
|
|
183 |
C |
p. 805-815
|
artikel
|
| 82 |
Use of the cointegration strategies to remove environmental effects from data acquired on historical buildings
|
Coletta, Giorgia
|
|
|
183 |
C |
p. 1014-1026
|
artikel
|
| 83 |
Vibration mitigation in offshore wind turbines via tuned mass damper
|
Ghassempour, Mina
|
|
|
183 |
C |
p. 610-636
|
artikel
|
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