| no |
title |
author |
magazine |
year |
volume |
issue |
page(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
|
article
|
| 2 |
A modal approach to determine direct shear of beams subjected to impulse
|
Kermani, Alireza
|
|
|
156 |
C |
p. 46-52
|
article
|
| 3 |
Analytical model for hybrid FRP-steel reinforced shear walls
|
Ghazizadeh, Sina
|
|
|
156 |
C |
p. 556-566
|
article
|
| 4 |
A novel unsupervised deep learning model for global and local health condition assessment of structures
|
Rafiei, Mohammad Hossein
|
|
|
156 |
C |
p. 598-607
|
article
|
| 5 |
A spectral load model for pedestrian excitation including vertical human-structure interaction
|
Bassoli, Elisa
|
|
|
156 |
C |
p. 537-547
|
article
|
| 6 |
Calculation of wind forces on lattice structures made of round bars by a local approach
|
Prud’homme, Simon
|
|
|
156 |
C |
p. 548-555
|
article
|
| 7 |
Collapse mechanisms of masonry arches with settled springing
|
Zampieri, Paolo
|
|
|
156 |
C |
p. 363-374
|
article
|
| 8 |
Computational performance of beam-column elements in modelling structural members subjected to localised fire
|
Jiang, Liming
|
|
|
156 |
C |
p. 490-502
|
article
|
| 9 |
Computer vision for SHM of civil infrastructure: From dynamic response measurement to damage detection – A review
|
Feng, Dongming
|
|
|
156 |
C |
p. 105-117
|
article
|
| 10 |
Concrete-filled steel tube (CFT) truss girders: Experimental tests, analysis, and design
|
Huang, Wenjin
|
|
|
156 |
C |
p. 118-129
|
article
|
| 11 |
Cover separation of CFRP strengthened beam-type cantilevers with steel bolt anchorage
|
Zhang, Dawei
|
|
|
156 |
C |
p. 224-234
|
article
|
| 12 |
Degradation laws of hysteretic behaviour for historical timber buildings based on pseudo-static tests
|
Chen, Jinyong
|
|
|
156 |
C |
p. 480-489
|
article
|
| 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
|
article
|
| 14 |
Detailing of concrete-to-concrete interfaces for improved ductility
|
Cavaco, Eduardo
|
|
|
156 |
C |
p. 210-223
|
article
|
| 15 |
Dynamic responses and failure modes of bridge columns under vehicle collision
|
Do, Tin V.
|
|
|
156 |
C |
p. 243-259
|
article
|
| 16 |
Editorial Board
|
|
|
|
156 |
C |
p. ii
|
article
|
| 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
|
article
|
| 18 |
Effect of yield penetration on column plastic hinge length
|
Megalooikonomou, K.G.
|
|
|
156 |
C |
p. 161-174
|
article
|
| 19 |
Effects of the shear lag on longitudinal strain and flexural stiffness of flanged RC structural walls
|
Zhang, Zhongwen
|
|
|
156 |
C |
p. 130-144
|
article
|
| 20 |
Elastic buckling of steel arches with discrete lateral braces
|
Dou, Chao
|
|
|
156 |
C |
p. 12-20
|
article
|
| 21 |
Engineering bond model for corroded reinforcement
|
Blomfors, Mattias
|
|
|
156 |
C |
p. 394-410
|
article
|
| 22 |
Experimental and numerical investigations on flexural behaviour of CFRP reinforced concrete-filled stainless steel CHS tubes
|
Feng, Ran
|
|
|
156 |
C |
p. 305-321
|
article
|
| 23 |
Experimental study of a novel precast prestressed reinforced concrete beam-to-column joint
|
Wang, Haishen
|
|
|
156 |
C |
p. 68-81
|
article
|
| 24 |
Finite element analysis of square concrete-filled steel tube (CFST) columns under axial compressive load
|
Ouyang, Y.
|
|
|
156 |
C |
p. 443-459
|
article
|
| 25 |
Flexural performance of reinforced concrete beams made with recycled concrete coarse aggregate
|
Seara-Paz, Sindy
|
|
|
156 |
C |
p. 32-45
|
article
|
| 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
|
article
|
| 27 |
Hysteretic behaviour of steel fibre RC coupled shear walls under cyclic loads: Experimental study and modelling
|
Zhao, Jun
|
|
|
156 |
C |
p. 92-104
|
article
|
| 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
|
article
|
| 29 |
In-plane behavior of cavity masonry infills and strengthening with textile reinforced mortar
|
Akhoundi, Farhad
|
|
|
156 |
C |
p. 145-160
|
article
|
| 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
|
article
|
| 31 |
Meshfree analysis of structures modeled as extensible slender rods
|
Bai, Yanbin
|
|
|
156 |
C |
p. 82-91
|
article
|
| 32 |
Modeling and nonlinear dynamic analysis of cable-supported bridge with inclined main cables
|
Hui, Yi
|
|
|
156 |
C |
p. 351-362
|
article
|
| 33 |
Modelling of the long-term behaviour of transition zones: Prediction of track settlement
|
Wang, Haoyu
|
|
|
156 |
C |
p. 294-304
|
article
|
| 34 |
Mode shape scaling and implications in modal identification with known input
|
Ng, Ching-Tai
|
|
|
156 |
C |
p. 411-416
|
article
|
| 35 |
Multi-level damage identification of a bridge structure: a combined numerical and experimental investigation
|
Xu, You-Lin
|
|
|
156 |
C |
p. 53-67
|
article
|
| 36 |
Multi-scale simulation of freeze-thaw damage to RC column and its restoring force characteristics
|
Gong, Fuyuan
|
|
|
156 |
C |
p. 522-536
|
article
|
| 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
|
article
|
| 38 |
Nonmodel-based framework for rapid seismic risk and loss assessment of instrumented steel buildings
|
Hwang, Seong-Hoon
|
|
|
156 |
C |
p. 417-432
|
article
|
| 39 |
Numerical investigation of the behavior of precast concrete segmental columns subjected to vehicle collision
|
Do, Tin V.
|
|
|
156 |
C |
p. 375-393
|
article
|
| 40 |
Performance-based interpretation of in-plane cyclic tests on RC frames with strong masonry infills
|
Morandi, Paolo
|
|
|
156 |
C |
p. 503-521
|
article
|
| 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
|
article
|
| 42 |
Role of global buckling in the optimization process of grid shells: Design strategies
|
Grande, Ernesto
|
|
|
156 |
C |
p. 260-270
|
article
|
| 43 |
Shear-compression tests of URM walls: Various setups and their influence on experimental results
|
Wilding, Bastian Valentin
|
|
|
156 |
C |
p. 472-479
|
article
|
| 44 |
Structural response of steel-fiber-reinforced concrete beams under various loading rates
|
Lee, Jin-Young
|
|
|
156 |
C |
p. 271-283
|
article
|
| 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
|
article
|
| 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
|
article
|
| 47 |
Vibration responses of glulam beam-and-deck floors
|
Ebadi, Mohammad Mehdi
|
|
|
156 |
C |
p. 235-242
|
article
|
| 48 |
Vulnerability analysis of steel roofing cladding: Influence of wind directionality
|
Ji, Xiaowen
|
|
|
156 |
C |
p. 587-597
|
article
|
| 49 |
Wind loads of moving vehicle on bridge with solid wind barrier
|
Xiang, Huoyue
|
|
|
156 |
C |
p. 188-196
|
article
|
Journal description