nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
1 |
A machine learning-based hybrid seismic analysis of a lead rubber bearing isolated building specimen
|
Yavas, Muhammed Sukru |
|
|
174 |
C |
p. |
artikel |
2 |
A numerical approach for simulation of stress-controlled cyclic shear loading in a soil column considering partial drainage
|
El-Sekelly, Waleed |
|
|
174 |
C |
p. |
artikel |
3 |
Approach for a floating pile embedded in poroelasitc soil under horizontal dynamic load
|
Yang, Zijian |
|
|
174 |
C |
p. |
artikel |
4 |
A sensitivity analysis framework for SMA-based self-centering systems considering uncertainty in hysteretic material parameters
|
Gao, Xiaoshu |
|
|
174 |
C |
p. |
artikel |
5 |
Automatic identification of sites prone to topographic seismic amplification effects by the current seismic codes
|
Fantozzi, P.L. |
|
|
174 |
C |
p. |
artikel |
6 |
Codified robust optimal design base shear of structures: Methodology and application to reinforced concrete buildings
|
Hosseini Varzandeh, S. Saeid |
|
|
174 |
C |
p. |
artikel |
7 |
Cyclic response and parametric study of a self-centering coupled shear wall system with disc spring devices
|
Dong, Qimian |
|
|
174 |
C |
p. |
artikel |
8 |
3D Effective stress analyses of dynamic LNG tank performance on liquefiable soils improved with stone columns
|
Chaloulos, Yannis K. |
|
|
174 |
C |
p. |
artikel |
9 |
Diffraction of plane P waves by a circular-arc canyon in an unsaturated poroelastic half-space
|
Ma, Qiang |
|
|
174 |
C |
p. |
artikel |
10 |
Dynamic characteristics of rockbolt anchorage structure under radial cylindrical P wave
|
Xiang, Gongliang |
|
|
174 |
C |
p. |
artikel |
11 |
Dynamic response and energy evolution of sandstone under combined dynamic and static loading
|
Zhang, Junwen |
|
|
174 |
C |
p. |
artikel |
12 |
Editorial Board
|
|
|
|
174 |
C |
p. |
artikel |
13 |
Effective-mode superposition response spectrum method for three dimensional seismic response analysis of underground structures
|
Gao, Zhidong |
|
|
174 |
C |
p. |
artikel |
14 |
Effect of soil spatial variability on characteristics of depth-varying multi-support seismic motions at offshore sites
|
Li, Chao |
|
|
174 |
C |
p. |
artikel |
15 |
Effects of constitutive soil models on the seismic response of an offshore jacket platform in clay by considering pile-soil-structure interaction
|
Soleimanian, Narges |
|
|
174 |
C |
p. |
artikel |
16 |
Effects of site response on ground motion directionality based on KiK-net records and numerical analysis
|
Song, Jian |
|
|
174 |
C |
p. |
artikel |
17 |
Efficient numerical implementation for nonlinear analysis of pile-supported structures during soil liquefaction through adaptive pile element formulations
|
Ouyang, Weihang |
|
|
174 |
C |
p. |
artikel |
18 |
Evaluation of fault rupture propagation through earth dams subjected to reverse faulting: Outcomes from centrifuge simulation
|
Aghamolaei, Milad |
|
|
174 |
C |
p. |
artikel |
19 |
Experimental and analytical investigations on horizontal behavior of full-scale thick rubber bearings
|
Zhang, Zengde |
|
|
174 |
C |
p. |
artikel |
20 |
Experimental and numerical studies of a novel three-dimensional isolation device incorporating disc springs with U-shaped dampers
|
Yu, Tianhao |
|
|
174 |
C |
p. |
artikel |
21 |
Experimental and numerical study for seismic response of strip footing on slopes
|
Maheshwari, Bal Krishna |
|
|
174 |
C |
p. |
artikel |
22 |
Exploring risk-targeted ground motions and seismic design spectra for mainland China
|
Wang, Cong |
|
|
174 |
C |
p. |
artikel |
23 |
Field testing of seismic performance of prestressed high strength concrete piles reinforced with non-prestressed tendons considering pile–soil interaction
|
Liu, Chang |
|
|
174 |
C |
p. |
artikel |
24 |
Full-scale cyclic testing of an innovative energy dissipating device for seismic resiliency
|
Chen, Y. |
|
|
174 |
C |
p. |
artikel |
25 |
Full-scale mud pumping test of ballastless trackbed under train loading
|
Wan, Zhangbo |
|
|
174 |
C |
p. |
artikel |
26 |
Geophysical surveys in the Kashmir valley (J&K Himalayas) part I: Estimation of dynamic parameters for soils and investigation of the deep basin structure
|
Zahoor, Falak |
|
|
174 |
C |
p. |
artikel |
27 |
Geophysical surveys in the Kashmir valley (J&K Himalayas) part II: Anomalous seismic site-effects and exploration of alternative site classification schemes
|
Zahoor, Falak |
|
|
174 |
C |
p. |
artikel |
28 |
Impact of ground motion duration on seismic performance of buckling restrained braced frames
|
Shu, Shijie |
|
|
174 |
C |
p. |
artikel |
29 |
Influences of particle size distribution and fines content on the excess pore water pressure generation of sand-silt mixtures under cyclic loading
|
Zuo, Kangle |
|
|
174 |
C |
p. |
artikel |
30 |
Investigation of dynamic characteristics and cumulative plastic strain prediction model of clay-fouled round gravel under cyclic subway loading
|
Ma, Shaokun |
|
|
174 |
C |
p. |
artikel |
31 |
Multi-stage slope displacement analysis based on real-time dynamic Newmark slider method
|
Ye, Shuaihua |
|
|
174 |
C |
p. |
artikel |
32 |
Numerical validation of analytical solutions for tunnels and their applicability evaluation index
|
Duan, Yawei |
|
|
174 |
C |
p. |
artikel |
33 |
On the performance-based seismic design of yielding retaining structures
|
Conti, Riccardo |
|
|
174 |
C |
p. |
artikel |
34 |
Performance evaluation of machine learning techniques in predicting cumulative absolute velocity
|
Kuran, Fahrettin |
|
|
174 |
C |
p. |
artikel |
35 |
Probabilistic Seismic drift-based capacity model of unbonded prestressed reinforced concrete columns: Prediction model and dispersion
|
Zhong, Jian |
|
|
174 |
C |
p. |
artikel |
36 |
Quasi-static cyclic loading experiment and analysis of mechanical properties of the Sc-FSB
|
Zheng, Yongrui |
|
|
174 |
C |
p. |
artikel |
37 |
Regional offshore ground motion prediction model from a referenced empirical approach: A case study in the Japan Trench area
|
Hu, Jinjun |
|
|
174 |
C |
p. |
artikel |
38 |
Seismic performance of buffer-equipped anchored piles considering end restraints
|
Yang, Yun |
|
|
174 |
C |
p. |
artikel |
39 |
Seismic performance of sheet-pile wall supporting liquefiable backfill: Blind predictions of centrifuge model tests using Ta-Ger constitutive model
|
Tasiopoulou, Panagiota |
|
|
174 |
C |
p. |
artikel |
40 |
Seismic response and failure modes analysis of pile foundations in liquefiable soils using various design criteria
|
Man, Xiaofeng |
|
|
174 |
C |
p. |
artikel |
41 |
Seismic response of monopile foundation of offshore wind turbines under near-field and far-field ground motions
|
Sahraeian, S. Mohammad Sadegh |
|
|
174 |
C |
p. |
artikel |
42 |
Semi-analytical solution for the 3D response of a tunnel embedded in an elastic half-space subject to seismic waves
|
Zhao, Mingjuan |
|
|
174 |
C |
p. |
artikel |
43 |
Shake-table test on dynamic response of prestressed high-strength concrete pipe piles under Soil–Structure interaction
|
Zhang, Haiqi |
|
|
174 |
C |
p. |
artikel |
44 |
Study on the pier bottom self-centering seismic isolation structure of the high-pier continuous rigid frame bridges
|
Zhang, Wenxue |
|
|
174 |
C |
p. |
artikel |
45 |
The variation characteristics of dynamic shear stress reduction coefficient r d in loess tunnel stratum
|
Ma, Weigong |
|
|
174 |
C |
p. |
artikel |
46 |
Transverse response of utility tunnel under near fault ground motions: Multi-shake table array tests
|
Chen, Hongjuan |
|
|
174 |
C |
p. |
artikel |