| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A 3-dimensional perspective for inter-storey drift, ductility and damage distributions in plan-irregular RC buildings considering seismic orientation effect
|
Amarloo, Nader
|
|
2019
|
17 |
6 |
p. 3447-3474
|
artikel
|
| 2 |
A plastic-damage hysteretic model to reproduce strength stiffness degradation
|
Mazza, Fabio
|
|
2019
|
17 |
6 |
p. 3517-3544
|
artikel
|
| 3 |
A proposal for the capacity-design at wall- and building-level in light-frame and cross-laminated timber buildings
|
Casagrande, Daniele
|
|
2019
|
17 |
6 |
p. 3139-3167
|
artikel
|
| 4 |
Calibration of ground motion models to Icelandic peak ground acceleration data using Bayesian Markov Chain Monte Carlo simulation
|
Kowsari, Milad
|
|
2019
|
17 |
6 |
p. 2841-2870
|
artikel
|
| 5 |
Collapse fragility analysis of self-centering precast concrete walls with different post-tensioning and energy dissipation designs
|
Wu, Hao
|
|
2019
|
17 |
6 |
p. 3593-3613
|
artikel
|
| 6 |
Composite steel beam database for seismic design and performance assessment of composite-steel moment-resisting frame systems
|
El Jisr, Hammad
|
|
2019
|
17 |
6 |
p. 3015-3039
|
artikel
|
| 7 |
Consideration of second-order effects on plastic design of steel moment resisting frames
|
Dell’Aglio, Giuseppe
|
|
2019
|
17 |
6 |
p. 3041-3070
|
artikel
|
| 8 |
Cyclic test and numerical study of precast segmental concrete columns with BFRP and TEED
|
Li, Chao
|
|
2019
|
17 |
6 |
p. 3475-3494
|
artikel
|
| 9 |
Direct estimation of the P-delta effect through the “stability-coefficient-response-spectra” by introducing the “first-storey-single-degree-of-freedom” system
|
Fard Mousavi, Seyed Mohammad
|
|
2019
|
17 |
6 |
p. 3495-3516
|
artikel
|
| 10 |
Dynamic soil properties and liquefaction potential of northeast Indian soil for non-linear effective stress analysis
|
Dammala, Pradeep Kumar
|
|
2019
|
17 |
6 |
p. 2899-2933
|
artikel
|
| 11 |
Earthquake damage assessment of masonry churches: proposal for rapid and detailed forms and derivation of empirical vulnerability curves
|
Lagomarsino, Sergio
|
|
2019
|
17 |
6 |
p. 3327-3364
|
artikel
|
| 12 |
Effectiveness of seismic retrofitting of a historical masonry structure: Kütahya Kurşunlu Mosque, Turkey
|
Aşıkoğlu, Abide
|
|
2019
|
17 |
6 |
p. 3365-3395
|
artikel
|
| 13 |
Evaluation of EPS wall effectiveness to mitigate shallow foundation deformation induced by reverse faulting
|
Baziar, Mohammad Hasan
|
|
2019
|
17 |
6 |
p. 3095-3117
|
artikel
|
| 14 |
Experimental assessment of soil–structure interaction effects on a super long-span cable-stayed-bridge with pile group foundations
|
Sun, Limin
|
|
2019
|
17 |
6 |
p. 3169-3196
|
artikel
|
| 15 |
Experimental results of reinforced concrete frames with masonry infills under combined quasi-static in-plane and out-of-plane seismic loading
|
Butenweg, Christoph
|
|
2019
|
17 |
6 |
p. 3397-3422
|
artikel
|
| 16 |
Hysteretic behavior and failure mechanism of an assembled self-centering brace
|
Xu, Long-He
|
|
2019
|
17 |
6 |
p. 3573-3592
|
artikel
|
| 17 |
Hysteretic performance of inverted-V patterned BRB systems considering vertical pre-compression effects
|
Tong, Jing-Zhong
|
|
2019
|
17 |
6 |
p. 3197-3232
|
artikel
|
| 18 |
Hysteretic performance of RC double-column bridge piers with self-centering buckling-restrained braces
|
Dong, Huihui
|
|
2019
|
17 |
6 |
p. 3255-3281
|
artikel
|
| 19 |
Influence of slab spatial composite effect on dynamic behaviour of composite frame structures under earthquake excitation
|
Wang, Xiao-Qiang
|
|
2019
|
17 |
6 |
p. 3071-3094
|
artikel
|
| 20 |
Modelling Pan-European ground motions for seismic hazard applications
|
García-Fernández, Mariano
|
|
2019
|
17 |
6 |
p. 2821-2840
|
artikel
|
| 21 |
Non-linear analysis of RC masonry-infilled frames using the SLaMA method: part 1—mechanical interpretation of the infill/frame interaction and formulation of the procedure
|
Gentile, Roberto
|
|
2019
|
17 |
6 |
p. 3283-3304
|
artikel
|
| 22 |
Non-linear analysis of RC masonry-infilled frames using the SLaMA method: part 2—parametric analysis and validation of the procedure
|
Gentile, Roberto
|
|
2019
|
17 |
6 |
p. 3305-3326
|
artikel
|
| 23 |
Nonlinear dynamic response of a tall building to near-fault pulse-like ground motions
|
Güneş, Necmettin
|
|
2019
|
17 |
6 |
p. 2989-3013
|
artikel
|
| 24 |
Rapid seismic loss assessment using new probabilistic demand and consequence models
|
Kia, M.
|
|
2019
|
17 |
6 |
p. 3545-3572
|
artikel
|
| 25 |
Seismic response of single piles in liquefiable soil considering P-delta effect
|
Chatterjee, Kaustav
|
|
2019
|
17 |
6 |
p. 2935-2961
|
artikel
|
| 26 |
Seismic retrofitting of gravity-loads designed r.c. framed buildings combining CFRP and hysteretic damped braces
|
Mazza, Fabio
|
|
2019
|
17 |
6 |
p. 3423-3445
|
artikel
|
| 27 |
The influence of vibration duration on the structure of irregular RC buildings
|
Pachla, Filip
|
|
2019
|
17 |
6 |
p. 3119-3138
|
artikel
|
| 28 |
Validation of stochastic ground motion model modification by comparison to seismic demand of recorded ground motions
|
Tsioulou, Alexandra
|
|
2019
|
17 |
6 |
p. 2871-2898
|
artikel
|
| 29 |
Vertical peak floor accelerations of elastic moment-resisting steel frames
|
Gremer, Nadia
|
|
2019
|
17 |
6 |
p. 3233-3254
|
artikel
|
| 30 |
V–H–M seismic capacity envelopes of strip foundations on slopes for capacity design of structure-foundation system
|
Raj, Dhiraj
|
|
2019
|
17 |
6 |
p. 2963-2987
|
artikel
|
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