no |
title |
author |
magazine |
year |
volume |
issue |
page(s) |
type |
1 |
A 3D discrete macro-element for modelling the out-of-plane behaviour of infilled frame structures
|
Pantò, B. |
|
|
175 |
C |
p. 371-385 |
article |
2 |
A feasibility of enhancing the impact strength of novel layered two stage fibrous concrete slabs
|
Murali, G. |
|
|
175 |
C |
p. 41-49 |
article |
3 |
A mechanical model of composite floor systems under an internal column removal scenario
|
Fu, Qiu Ni |
|
|
175 |
C |
p. 50-62 |
article |
4 |
A simplified model for the post-fire earthquake flexural response of reinforced concrete walls with boundary elements
|
Ni, Shuna |
|
|
175 |
C |
p. 721-730 |
article |
5 |
Assessment of proposed lateral load patterns in pushover analysis for base-isolated frames
|
Bhandari, M. |
|
|
175 |
C |
p. 531-548 |
article |
6 |
Assessment of the in-plane shear capacity of masonry panels by elementary mechanical models
|
Barsotti, R. |
|
|
175 |
C |
p. 678-689 |
article |
7 |
Bearing capacity of embedded channel-shaped steel connections at precast concrete beam end
|
Guo, Xiaonong |
|
|
175 |
C |
p. 177-190 |
article |
8 |
Behavior and shear strength of steel shape reinforced concrete deep beams
|
Chen, Cheng-Cheng |
|
|
175 |
C |
p. 425-435 |
article |
9 |
Blast actions in aircrafts: An integrated methodology for designing protection devices
|
Masi, Filippo |
|
|
175 |
C |
p. 895-911 |
article |
10 |
Blast loading model of the RC column under close-in explosion induced by the double-end-initiation explosive cylinder
|
Hu, Ye |
|
|
175 |
C |
p. 304-321 |
article |
11 |
Bond behavior of CFRP-steel double-lap joints exposed to marine atmosphere and fatigue loading
|
Yu, Qian-Qian |
|
|
175 |
C |
p. 76-85 |
article |
12 |
Brace performance with steel curved dampers and amplified deformation mechanisms
|
Hsu, H.-L. |
|
|
175 |
C |
p. 628-644 |
article |
13 |
Buckle propagation of sandwich pipes under external pressure
|
Gong, Shunfeng |
|
|
175 |
C |
p. 339-354 |
article |
14 |
CFRP shear strengthening system for steel bridge girders
|
Kazem, Hamid |
|
|
175 |
C |
p. 415-424 |
article |
15 |
Compressive and racking performance of eccentrically aligned dou-gong connections
|
Wu, Yajie |
|
|
175 |
C |
p. 743-752 |
article |
16 |
Concrete creep and shrinkage effect in adhesive anchors subjected to sustained loads
|
Boumakis, Ioannis |
|
|
175 |
C |
p. 790-805 |
article |
17 |
Cross-platform implementation, verification and validation of advanced mathematical models of elastomeric seismic isolation bearings
|
Kumar, Manish |
|
|
175 |
C |
p. 926-943 |
article |
18 |
Determination of S-N fatigue curves for damaged steel plates strengthened with prestressed CFRP plates under tension loading
|
Ye, Huawen |
|
|
175 |
C |
p. 669-677 |
article |
19 |
Development and assessment of efficient models for barge impact processes based on nonlinear dynamic finite element analyses
|
Wang, W. |
|
|
175 |
C |
p. 617-627 |
article |
20 |
Dynamic discrete element modelling for seismic assessment of rammed earth walls
|
Bui, Quoc-Bao |
|
|
175 |
C |
p. 690-699 |
article |
21 |
Dynamic responses of bridge–embankment transitions in high speed railway: Field tests and data analyses
|
Hu, Ping |
|
|
175 |
C |
p. 565-576 |
article |
22 |
Editorial Board
|
|
|
|
175 |
C |
p. ii |
article |
23 |
Effect of barrel, wedge material and thickness on composite plate anchor performance through analytical, finite element, experimental and 3D prototype investigations
|
Mohee, Faizul M. |
|
|
175 |
C |
p. 138-154 |
article |
24 |
Effect of URM infills on inelastic floor response of RC frame buildings
|
Surana, Mitesh |
|
|
175 |
C |
p. 861-878 |
article |
25 |
Evaluation of bond strength between steel rebars and concrete for heat-damaged and repaired beam-end specimens
|
Ghazaly, Nesma |
|
|
175 |
C |
p. 661-668 |
article |
26 |
Evaluation of floor vibration properties using measurements and calculations
|
Homb, Anders |
|
|
175 |
C |
p. 168-176 |
article |
27 |
Experimental and numerical analysis of blast response of High Strength Fiber Reinforced Concrete slabs
|
Luccioni, B. |
|
|
175 |
C |
p. 113-122 |
article |
28 |
Experimental and numerical investigations of CFRP strengthened short SHS steel columns
|
Imran, Mohamed |
|
|
175 |
C |
p. 879-894 |
article |
29 |
Experimental and numerical investigations of steel-polymer hybrid floor panels subjected to three-point bending
|
Ryu, Jaeho |
|
|
175 |
C |
p. 467-482 |
article |
30 |
Experimental and numerical study of stainless steel I-sections under concentrated internal one-flange and internal two-flange loading
|
dos Santos, G.B. |
|
|
175 |
C |
p. 355-370 |
article |
31 |
Experimental evaluation and theoretical analysis of the effective flexural stiffness of reinforced CFFT columns
|
Abdallah, Maha Hussein |
|
|
175 |
C |
p. 155-167 |
article |
32 |
Experimental investigations of vertical post-tensioned connection for modular steel structures
|
Sanches, Rafaela |
|
|
175 |
C |
p. 776-789 |
article |
33 |
Experimental study on seismic behavior of concrete walls reinforced by PC strands
|
Yuan, Weiguang |
|
|
175 |
C |
p. 577-590 |
article |
34 |
Experimental study on seismic performance of partially precast steel reinforced concrete columns
|
Yang, Yong |
|
|
175 |
C |
p. 63-75 |
article |
35 |
Experiment and design methodology of a double-layered flange connection in axial loads
|
Deng, Hongzhou. |
|
|
175 |
C |
p. 436-456 |
article |
36 |
Forward and Reverse shear transfer in beech LVL-concrete composites with singly inclined coach screw connectors
|
Sebastian, W.M. |
|
|
175 |
C |
p. 231-244 |
article |
37 |
Impact of the type of the target response spectrum for ground motion selection and of the number of ground motions on the pushover-based seismic performance assessment of buildings
|
Lazar Sinković, Nuša |
|
|
175 |
C |
p. 731-742 |
article |
38 |
Influence of the design approach on the behaviour of timber-frame panel buildings under horizontal forces
|
Vogrinec, Katja |
|
|
175 |
C |
p. 1-12 |
article |
39 |
Interface shear transfer of precast concrete dry joints in segmental columns
|
Bu, Zhan-Yu |
|
|
175 |
C |
p. 257-272 |
article |
40 |
Large-scale rockfall impact experiments on a RC rock-shed with a newly proposed cushion layer composed of sand and EPE
|
Zhao, Peng |
|
|
175 |
C |
p. 386-398 |
article |
41 |
Mainshock-aftershock damage assessment of infilled RC structures
|
Furtado, André |
|
|
175 |
C |
p. 645-660 |
article |
42 |
Mechanical behavior of high strength S690-QT steel welded sections with various heat input energy
|
Liu, Xiao |
|
|
175 |
C |
p. 245-256 |
article |
43 |
New formulation for estimating the damping parameter of the Kelvin-Voigt model for seismic pounding simulation
|
López-Almansa, F. |
|
|
175 |
C |
p. 284-295 |
article |
44 |
Nonlinear analysis of rectangular concrete-filled double steel tubular short columns incorporating local buckling
|
Ahmed, Mizan |
|
|
175 |
C |
p. 13-26 |
article |
45 |
Nonlinear seismic response of a base isolated single pylon cable-stayed bridge
|
Han, Qiang |
|
|
175 |
C |
p. 806-821 |
article |
46 |
Non-probabilistic interval process analysis of time-varying uncertain structures
|
Xia, Baizhan |
|
|
175 |
C |
p. 101-112 |
article |
47 |
Numerical optimisation of novel connection for cross-laminated timber buildings
|
Mpidi Bita, Hercend |
|
|
175 |
C |
p. 273-283 |
article |
48 |
On the modeling and analysis of a vibration absorber for overhead powerlines with multiple resonant frequencies
|
Vaja, N.K. |
|
|
175 |
C |
p. 711-720 |
article |
49 |
On the use of Bernstain-Bézier functions for modelling the post-fire stress-strain relationship of ultra-high strength steel (Grade 1200)
|
Azhari, Fatemeh |
|
|
175 |
C |
p. 605-616 |
article |
50 |
Plastic hinge relocation in reinforced concrete beams using Cu-Al-Mn SMA bars
|
Pareek, S. |
|
|
175 |
C |
p. 765-775 |
article |
51 |
Probabilistic capacity assessment of single circuit transmission tower-line system subjected to strong winds
|
Li, Xuan |
|
|
175 |
C |
p. 517-530 |
article |
52 |
Review of approaches for integrating loss estimation and life cycle assessment to assess impacts of seismic building damage and repair
|
Hasik, Vaclav |
|
|
175 |
C |
p. 123-137 |
article |
53 |
Rigidity of corrugated plate sidewalls and its effect on the modular structural design
|
Yu, Yujie |
|
|
175 |
C |
p. 191-200 |
article |
54 |
Seismic design of a six-storey CLT building in Italy
|
Vassallo, D. |
|
|
175 |
C |
p. 322-338 |
article |
55 |
Seismic performance evaluation of timber-steel hybrid structure through large-scale shaking table tests
|
He, Minjuan |
|
|
175 |
C |
p. 483-500 |
article |
56 |
Seismic performance of concentrically braced frame with hexagonal pattern of braces to mitigate soft story behavior
|
Mashhadiali, Niloufar |
|
|
175 |
C |
p. 27-40 |
article |
57 |
Selection of earthquake records for the non-uniform excitation of bridges
|
Falamarz-Sheikhabadi, M.R. |
|
|
175 |
C |
p. 296-303 |
article |
58 |
Shake table tests on the traditional column-and-tie timber structures
|
Xue, Jianyang |
|
|
175 |
C |
p. 847-860 |
article |
59 |
Simplified design-oriented axial stress-strain model for FRP-confined normal- and high-strength concrete
|
Fallah Pour, Ali |
|
|
175 |
C |
p. 501-516 |
article |
60 |
Size effect tests on shear failure of interior RC beam-to-column joints under monotonic and cyclic loadings
|
Jin, Liu |
|
|
175 |
C |
p. 591-604 |
article |
61 |
Stochastic optimal design of nonlinear viscous dampers for large-scale structures subjected to non-stationary seismic excitations based on dimension-reduced explicit method
|
Su, Cheng |
|
|
175 |
C |
p. 217-230 |
article |
62 |
Stress distribution and resistance of lap splices under fatigue loading
|
Zanuy, Carlos |
|
|
175 |
C |
p. 700-710 |
article |
63 |
Structurally and environmentally favorable masonry units for infilled frames
|
Markulak, Damir |
|
|
175 |
C |
p. 753-764 |
article |
64 |
Testing and modeling the behavior of sandwich lightweight panels against wind and seismic loads
|
Assaad, Joseph |
|
|
175 |
C |
p. 457-466 |
article |
65 |
The continuous strength method for the design of cold-formed steel non-slender tubular cross-sections
|
Yun, Xiang |
|
|
175 |
C |
p. 549-564 |
article |
66 |
Three-dimensional reinforcement design method and program realization for prestressed concrete box-girder bridges based on a specific spatial lattice grid model
|
Sun, Yuan |
|
|
175 |
C |
p. 822-846 |
article |
67 |
Three-dimensional response of steel moment-resisting buildings under seismic sequences
|
Ruiz-García, Jorge |
|
|
175 |
C |
p. 399-414 |
article |
68 |
Torsional warping eigenmodes of FGM beams with longitudinally varying material properties
|
Murin, Justin |
|
|
175 |
C |
p. 912-925 |
article |
69 |
Two-parameter kinematic theory for punching shear in reinforced concrete slabs without shear reinforcement
|
Kueres, Dominik |
|
|
175 |
C |
p. 201-216 |
article |
70 |
Wind-induced responses of tall buildings under combined aerodynamic control
|
Zheng, Chaorong |
|
|
175 |
C |
p. 86-100 |
article |