nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
1 |
Active vibration control for seismic excited building structures under actuator saturation, measurement stochastic noise and quantisation
|
Xu, Lanlan |
|
|
156 |
C |
p. 1-11 |
artikel |
2 |
A modal approach to determine direct shear of beams subjected to impulse
|
Kermani, Alireza |
|
|
156 |
C |
p. 46-52 |
artikel |
3 |
Analytical model for hybrid FRP-steel reinforced shear walls
|
Ghazizadeh, Sina |
|
|
156 |
C |
p. 556-566 |
artikel |
4 |
A novel unsupervised deep learning model for global and local health condition assessment of structures
|
Rafiei, Mohammad Hossein |
|
|
156 |
C |
p. 598-607 |
artikel |
5 |
A spectral load model for pedestrian excitation including vertical human-structure interaction
|
Bassoli, Elisa |
|
|
156 |
C |
p. 537-547 |
artikel |
6 |
Calculation of wind forces on lattice structures made of round bars by a local approach
|
Prud’homme, Simon |
|
|
156 |
C |
p. 548-555 |
artikel |
7 |
Collapse mechanisms of masonry arches with settled springing
|
Zampieri, Paolo |
|
|
156 |
C |
p. 363-374 |
artikel |
8 |
Computational performance of beam-column elements in modelling structural members subjected to localised fire
|
Jiang, Liming |
|
|
156 |
C |
p. 490-502 |
artikel |
9 |
Computer vision for SHM of civil infrastructure: From dynamic response measurement to damage detection – A review
|
Feng, Dongming |
|
|
156 |
C |
p. 105-117 |
artikel |
10 |
Concrete-filled steel tube (CFT) truss girders: Experimental tests, analysis, and design
|
Huang, Wenjin |
|
|
156 |
C |
p. 118-129 |
artikel |
11 |
Cover separation of CFRP strengthened beam-type cantilevers with steel bolt anchorage
|
Zhang, Dawei |
|
|
156 |
C |
p. 224-234 |
artikel |
12 |
Degradation laws of hysteretic behaviour for historical timber buildings based on pseudo-static tests
|
Chen, Jinyong |
|
|
156 |
C |
p. 480-489 |
artikel |
13 |
Design optimization on high-rise buildings considering occupant comfort reliability and joint distribution of wind speed and direction
|
Fu, Jiyang |
|
|
156 |
C |
p. 460-471 |
artikel |
14 |
Detailing of concrete-to-concrete interfaces for improved ductility
|
Cavaco, Eduardo |
|
|
156 |
C |
p. 210-223 |
artikel |
15 |
Dynamic responses and failure modes of bridge columns under vehicle collision
|
Do, Tin V. |
|
|
156 |
C |
p. 243-259 |
artikel |
16 |
Editorial Board
|
|
|
|
156 |
C |
p. ii |
artikel |
17 |
Effect of cross-section size on the flexural failure behavior of RC cantilever beams under low cyclic and monotonic lateral loadings
|
Jin, Liu |
|
|
156 |
C |
p. 567-586 |
artikel |
18 |
Effect of yield penetration on column plastic hinge length
|
Megalooikonomou, K.G. |
|
|
156 |
C |
p. 161-174 |
artikel |
19 |
Effects of the shear lag on longitudinal strain and flexural stiffness of flanged RC structural walls
|
Zhang, Zhongwen |
|
|
156 |
C |
p. 130-144 |
artikel |
20 |
Elastic buckling of steel arches with discrete lateral braces
|
Dou, Chao |
|
|
156 |
C |
p. 12-20 |
artikel |
21 |
Engineering bond model for corroded reinforcement
|
Blomfors, Mattias |
|
|
156 |
C |
p. 394-410 |
artikel |
22 |
Experimental and numerical investigations on flexural behaviour of CFRP reinforced concrete-filled stainless steel CHS tubes
|
Feng, Ran |
|
|
156 |
C |
p. 305-321 |
artikel |
23 |
Experimental study of a novel precast prestressed reinforced concrete beam-to-column joint
|
Wang, Haishen |
|
|
156 |
C |
p. 68-81 |
artikel |
24 |
Finite element analysis of square concrete-filled steel tube (CFST) columns under axial compressive load
|
Ouyang, Y. |
|
|
156 |
C |
p. 443-459 |
artikel |
25 |
Flexural performance of reinforced concrete beams made with recycled concrete coarse aggregate
|
Seara-Paz, Sindy |
|
|
156 |
C |
p. 32-45 |
artikel |
26 |
Flutter derivatives from free decay tests of a rectangular B/D = 10 section estimated by optimized system identification methods
|
Andersen, Michael Styrk |
|
|
156 |
C |
p. 284-293 |
artikel |
27 |
Hysteretic behaviour of steel fibre RC coupled shear walls under cyclic loads: Experimental study and modelling
|
Zhao, Jun |
|
|
156 |
C |
p. 92-104 |
artikel |
28 |
Influence of different criteria for selecting ground motions compatible with IEEE 693 required response spectrum on seismic performance assessment of electricity transmission towers
|
Tian, Li |
|
|
156 |
C |
p. 337-350 |
artikel |
29 |
In-plane behavior of cavity masonry infills and strengthening with textile reinforced mortar
|
Akhoundi, Farhad |
|
|
156 |
C |
p. 145-160 |
artikel |
30 |
Loading paths of confined concrete in circular concrete loaded CFT stub columns subjected to axial compression
|
Zhao, Yan-Gang |
|
|
156 |
C |
p. 21-31 |
artikel |
31 |
Meshfree analysis of structures modeled as extensible slender rods
|
Bai, Yanbin |
|
|
156 |
C |
p. 82-91 |
artikel |
32 |
Modeling and nonlinear dynamic analysis of cable-supported bridge with inclined main cables
|
Hui, Yi |
|
|
156 |
C |
p. 351-362 |
artikel |
33 |
Modelling of the long-term behaviour of transition zones: Prediction of track settlement
|
Wang, Haoyu |
|
|
156 |
C |
p. 294-304 |
artikel |
34 |
Mode shape scaling and implications in modal identification with known input
|
Ng, Ching-Tai |
|
|
156 |
C |
p. 411-416 |
artikel |
35 |
Multi-level damage identification of a bridge structure: a combined numerical and experimental investigation
|
Xu, You-Lin |
|
|
156 |
C |
p. 53-67 |
artikel |
36 |
Multi-scale simulation of freeze-thaw damage to RC column and its restoring force characteristics
|
Gong, Fuyuan |
|
|
156 |
C |
p. 522-536 |
artikel |
37 |
Nonlinear harmonically excited vibration of third-order shear deformable functionally graded graphene platelet-reinforced composite rectangular plates
|
Gholami, Raheb |
|
|
156 |
C |
p. 197-209 |
artikel |
38 |
Nonmodel-based framework for rapid seismic risk and loss assessment of instrumented steel buildings
|
Hwang, Seong-Hoon |
|
|
156 |
C |
p. 417-432 |
artikel |
39 |
Numerical investigation of the behavior of precast concrete segmental columns subjected to vehicle collision
|
Do, Tin V. |
|
|
156 |
C |
p. 375-393 |
artikel |
40 |
Performance-based interpretation of in-plane cyclic tests on RC frames with strong masonry infills
|
Morandi, Paolo |
|
|
156 |
C |
p. 503-521 |
artikel |
41 |
Prediction of the fundamental frequencies and modal shapes of historic masonry towers by empirical equations based on experimental data
|
Diaferio, Mariella |
|
|
156 |
C |
p. 433-442 |
artikel |
42 |
Role of global buckling in the optimization process of grid shells: Design strategies
|
Grande, Ernesto |
|
|
156 |
C |
p. 260-270 |
artikel |
43 |
Shear-compression tests of URM walls: Various setups and their influence on experimental results
|
Wilding, Bastian Valentin |
|
|
156 |
C |
p. 472-479 |
artikel |
44 |
Structural response of steel-fiber-reinforced concrete beams under various loading rates
|
Lee, Jin-Young |
|
|
156 |
C |
p. 271-283 |
artikel |
45 |
The influence of environmental parameters on the dynamic behaviour of the San Frediano bell tower in Lucca
|
Mario Azzara, Riccardo |
|
|
156 |
C |
p. 175-187 |
artikel |
46 |
Vibration control of smart base-isolated irregular buildings using neural dynamic optimization model and replicator dynamics
|
Gutierrez Soto, Mariantonieta |
|
|
156 |
C |
p. 322-336 |
artikel |
47 |
Vibration responses of glulam beam-and-deck floors
|
Ebadi, Mohammad Mehdi |
|
|
156 |
C |
p. 235-242 |
artikel |
48 |
Vulnerability analysis of steel roofing cladding: Influence of wind directionality
|
Ji, Xiaowen |
|
|
156 |
C |
p. 587-597 |
artikel |
49 |
Wind loads of moving vehicle on bridge with solid wind barrier
|
Xiang, Huoyue |
|
|
156 |
C |
p. 188-196 |
artikel |