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                             32 results found
no title author magazine year volume issue page(s) type
1 Aggravation factors for 2D site effects in sedimentary basins: The case of Norcia, central Italy Rodriguez-Plata, R.

149 C p.
article
2 An upgrade of existing practice-oriented FE design models for the seismic analysis of CLT buildings Rinaldi, Vincenzo

149 C p.
article
3 Application of controlled-rocking isolation with shape memory alloys for an overpass bridge Rele, Rajesh

149 C p.
article
4 Automated detection of velocity pulses in ground motions based on adaptive similarity search in response spectrum Tang, Yuchuan

149 C p.
article
5 A wave propagation algorithm for nonlinear site response analysis of layered soil accounting for liquefaction Anthi, M.

149 C p.
article
6 Dimensional analysis of dynamic interaction between adjacent SDOF buildings to forward directivity and fling step pulses Lu, Yang

149 C p.
article
7 Double event joint location method considering P-wave arrival time system errors Jiang, Changbao

149 C p.
article
8 Editorial Board
149 C p.
article
9 Effect of particle size on the failure behavior of cemented coral sand under impact loading Xu, Dongsheng

149 C p.
article
10 Effects of near-fault ground motions on dynamic response of slopes based on shaking table model tests Bao, Yangjuan

149 C p.
article
11 Empirical evaluation of kinematic soil-structure interaction effects in structures with large footprints and embedment depths Zogh, Peiman

149 C p.
article
12 Errors of structural seismic responses caused by frequency filtering based on seismic wave synthesis Wei, Biao

149 C p.
article
13 Evaluation of synthetic and recorded ground motions for soil liquefaction analyses Li, Lin

149 C p.
article
14 Hybrid broadband strong-motion simulation to investigate the near-source characteristics of the M6.5, 30 October 2016 Norcia, Italy earthquake Ojeda, Javier

149 C p.
article
15 Mechanical behaviors of air spring-FPS three-dimensional isolation bearing and isolation performance analysis Han, Qinghua

149 C p.
article
16 Multi-drive level Vibroseis test to evaluate the non-linear response of soft soils Boaga, Jacopo

149 C p.
article
17 New method to estimate bedrock shape of small-scale basin using modal properties of sediment Suzuki, Yusuke

149 C p.
article
18 Numerical and experimental study of the presplit blasting failure characteristics under compressive stress Yang, Liyun

149 C p.
article
19 Numerical evaluation of liquefaction-induced lateral spreading with an advanced plasticity model for liquefiable sand Yang, Yanxin

149 C p.
article
20 Numerical-probabilistic modeling of the liquefaction-induced free fields settlement Sadeghi, Habibollah

149 C p.
article
21 Optimal design of dual isolated structure with supplemental tuned inerter damper based on performance requirements Nyangi, Patrice

149 C p.
article
22 Optimal sliding force characteristics of friction dampers for seismic response control of building structures considering sway-rocking motion Shirai, Kazutaka

149 C p.
article
23 Probabilistic seismic analysis for liquefiable embankment through multi-fidelity codes approach Lopez-Caballero, Fernando

149 C p.
article
24 Seismic axial behaviour of pile groups in non-liquefiable and liquefiable soils Hussein, A.Fouad

149 C p.
article
25 Seismic cable restrainer design method to control the large-displacement response for multi-span simply supported bridges crossing fault rupture zones Zhang, Fan

149 C p.
article
26 Seismic ground response under wavelet-based decomposed earthquake records Javdanian, Hamed

149 C p.
article
27 Seismic performance assessment of piping systems in bare and infilled RC buildings Blasi, Gianni

149 C p.
article
28 Seismic performance improvement of underground frame structures by changing connection type between sidewalls and slab Ma, Chao

149 C p.
article
29 Source parameters and focal mechanism of ruptures in coal and sandstone specimens under uniaxial loading based on acoustic emission signals Chen, Dong

149 C p.
article
30 Testing performance of pore pressure models implemented in one-dimensional site response analysis program against centrifuge test data measured in mildly sloping ground Pervaiz, Usman

149 C p.
article
31 The effects of initial static deviatoric stress on liquefaction and pre-failure deformation characteristics of saturated sand under cyclic loading Liu, Zhiyong

149 C p.
article
32 Tripod suction caisson foundations for offshore wind energy and their monotonic and cyclic responses in silty sand: Numerical predictions for centrifuge model tests Barari, Amin

149 C p.
article
                             32 results found
 
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