nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
1 |
Analytical solution for longitudinal seismic response of tunnel portal section subjected to SH waves considering wedge topography effect
|
Chen, Gong |
|
|
195 |
C |
p. |
artikel |
2 |
An efficient method for simulating uni- and bi- directional spectrum-compatible ground motions using particle swarm optimization
|
Gao, Qinhao |
|
|
195 |
C |
p. |
artikel |
3 |
A novel strength-based liquefaction triggering criterion based on degradation mechanism of secant shear modulus
|
Yao, Xiaofei |
|
|
195 |
C |
p. |
artikel |
4 |
Axial-flexure-shear model for seismic analysis of RC thin-walled hollow piers
|
Qi, Qiming |
|
|
195 |
C |
p. |
artikel |
5 |
Behaviors of suction bucket foundations in sands under vertical tensile load and seismic action
|
Cheng, Xinglei |
|
|
195 |
C |
p. |
artikel |
6 |
Centrifuge model test on the effect of soil fluidization on the bending moment of the sheet pile wall
|
Zhou, Yan-Guo |
|
|
195 |
C |
p. |
artikel |
7 |
Characteristics and mechanism of loess liquefaction-induced flow slide in Jishishan M6.2 earthquake, China
|
Wang, Lili |
|
|
195 |
C |
p. |
artikel |
8 |
Corrigendum to “Seismic characteristics of segmental tunnels considering seal roof blocks arrangement” [Soil Dynam. Earthquake Eng. 186 (2024) 0267–7261 108903]
|
Qi, Jiasuo |
|
|
195 |
C |
p. |
artikel |
9 |
Cyclic shear stress reduction ratio evaluation for liquefiable ground treated by in-ground structural walls
|
Hwang, Yu-Wei |
|
|
195 |
C |
p. |
artikel |
10 |
Dynamic characterization of sand under low confinement stress via shear box testing on shaking table
|
Huseynli, Shahin |
|
|
195 |
C |
p. |
artikel |
11 |
Earthquake prediction optimization using deep learning hybrid RNN-LSTM model for seismicity analysis
|
Kaushal, Arush |
|
|
195 |
C |
p. |
artikel |
12 |
Editorial Board
|
|
|
|
195 |
C |
p. |
artikel |
13 |
Effect of soil spatial variability on simplified seismic slope displacement assessments
|
Oathes, Tyler J. |
|
|
195 |
C |
p. |
artikel |
14 |
Experimental and empirical shear modulus reduction curves for a wide range of strains
|
Anbazhagan, P. |
|
|
195 |
C |
p. |
artikel |
15 |
Experimental and numerical study on the seismic mitigation performance of particle dampers on transmission tower-line system
|
Lu, Zheng |
|
|
195 |
C |
p. |
artikel |
16 |
Experimental study and numerical simulation of prefabricated ECC energy dissipation wall-RC frame structure
|
Weimin, Qian |
|
|
195 |
C |
p. |
artikel |
17 |
Fault-to-structure analysis of pile founded nuclear island on a non-rock site using an FK-FE hybrid method
|
Wu, Tong |
|
|
195 |
C |
p. |
artikel |
18 |
Flowability for viscous fluid flow triggering liquefaction in saturated coral sand subjected to principal stress rotation
|
Qin, You |
|
|
195 |
C |
p. |
artikel |
19 |
Geotechnical subsoil modelling of a slope from the interpretation of ambient noise measurements and 2D site response analyses
|
Falcone, Gaetano |
|
|
195 |
C |
p. |
artikel |
20 |
Identification and extraction of surface waves for the Bogota basin
|
Daza, Julián |
|
|
195 |
C |
p. |
artikel |
21 |
Influence of ground-motion duration on constant ductility response spectra considering various hysteretic models
|
Zhao, Yinan |
|
|
195 |
C |
p. |
artikel |
22 |
Influence of reconsolidation on the reliquefaction behavior of sand under cyclic simple shear: A 3D discrete element perspective
|
Xia, Wentian |
|
|
195 |
C |
p. |
artikel |
23 |
Landslide susceptibility assessment in the Rif-Tell orogenic belt region (NW Africa) from a PGA, PGV and AI probabilistic seismic hazard analysis
|
Peláez, J.A. |
|
|
195 |
C |
p. |
artikel |
24 |
Large-scale model test study on lateral bearing characteristics of semi-rigid pile with cement-soil reinforcement under multistage loading and unidirectional multi-cycle loading in clay
|
OuYang, Haoran |
|
|
195 |
C |
p. |
artikel |
25 |
Limit states of impact-buffered viscous dampers: A new model and the implications for the seismic fragility of bridges subjected to near-fault pulse-like ground motions
|
Zhang, Yifei |
|
|
195 |
C |
p. |
artikel |
26 |
Longitudinal shock absorption performance of energy dissipation prestressing joint between shield tunnel rings
|
Luo, Haisong |
|
|
195 |
C |
p. |
artikel |
27 |
Multi-hazard fragility analysis of cross-sea cable-stayed bridges cable bent tower under seismic-wind combined action
|
Liang, Yan |
|
|
195 |
C |
p. |
artikel |
28 |
Numerical earthquake-induced landslide hazard assessment at regional scale in the Colombian Andes
|
Montoya-Araque, Exneyder A. |
|
|
195 |
C |
p. |
artikel |
29 |
Onsite intensity prediction for earthquake early warning with multimodal deep learning
|
Zhu, Jingbao |
|
|
195 |
C |
p. |
artikel |
30 |
Optimal device strength distribution rule for pin-supported wall frame structures
|
Chen, Qidong |
|
|
195 |
C |
p. |
artikel |
31 |
Performance assessment of wind turbines in near-fault mountain regions subjected to physics-based simulated earthquake ground motions
|
Wang, Wenze |
|
|
195 |
C |
p. |
artikel |
32 |
Rate-dependent tensile behaviors of jointed rock masses considering geological conditions using a combined BPM-DFN model: Strength, fragmentation and failure modes
|
Qiu, Jiadong |
|
|
195 |
C |
p. |
artikel |
33 |
Relationship between the diameter variation rate of prefabricated segmental tunnels and performance targets
|
Qi, Jiasuo |
|
|
195 |
C |
p. |
artikel |
34 |
Seepage effect on caisson-soil interface cyclic shearing: Testing and Modeling
|
Li, Lingling |
|
|
195 |
C |
p. |
artikel |
35 |
Seismic design and performance evaluation of prestressed prefabricated frame with martensitic SMA buckling-restrained rods
|
Gong, Zhao-Hui |
|
|
195 |
C |
p. |
artikel |
36 |
Seismic failure mechanism investigation of embankment slope based on the CPO-VMD-HT and marginal spectrum method using shaking table test
|
Zhang, Chonglei |
|
|
195 |
C |
p. |
artikel |
37 |
Seismic fragility analysis for underground subway station structures considering ground motion combinations based on IDA and cloud
|
Yang, Jing |
|
|
195 |
C |
p. |
artikel |
38 |
Seismic response of moment resistance frame with rigid foundation embedded in a layered half-space: Incident SH waves
|
Han, Qinghua |
|
|
195 |
C |
p. |
artikel |
39 |
Seismic response of sloping sites subject to near-fault pulse-like ground motions
|
Han, Junyan |
|
|
195 |
C |
p. |
artikel |
40 |
Seismic risk and loss assessment models for highway continuous girder bridges in large-scale zones
|
Li, Si-Qi |
|
|
195 |
C |
p. |
artikel |
41 |
Shaking table test and numerical study of high-speed railway simply supported girder bridge with combined damping system subjected to strong earthquakes
|
Hu, Zhangliang |
|
|
195 |
C |
p. |
artikel |
42 |
Soil-structure interaction and seismic separators in metallic hydrocarbon reservoirs: A numerical study
|
Bakhtiari Pour, Mehrdad |
|
|
195 |
C |
p. |
artikel |
43 |
Soil-structure interaction effects on the semi-active control effectiveness of structures using MR damper: Shaking table investigation
|
Li, Fangfang |
|
|
195 |
C |
p. |
artikel |
44 |
Stiffness-proportional foundation damping to linearise soil-monopile interaction models for wind turbines
|
Tombari, Alessandro |
|
|
195 |
C |
p. |
artikel |
45 |
Study on residual lateral drift ratio of RC bridge column with various cumulative damage under quasi-static cyclic loads and earthquake dynamic loads
|
Yang, Zhi-le |
|
|
195 |
C |
p. |
artikel |
46 |
Study on the effects of a low amount of non-plastic fines on soil liquefaction by dynamic centrifuge modeling
|
Li, Zheng |
|
|
195 |
C |
p. |
artikel |
47 |
Study on the spatial effects of seismic motion on ultra-long integrated transportation hubs
|
Deng, Jingmin |
|
|
195 |
C |
p. |
artikel |
48 |
The influence of SICP treatment composition on the performance of liquefaction resistance of soils
|
Zhang, Yi |
|
|
195 |
C |
p. |
artikel |
49 |
Transverse seismic performance of small and medium-span simply supported bridges with buffered block seismic damping systems
|
Liu, Yuhao |
|
|
195 |
C |
p. |
artikel |
50 |
Vibration energy transmission characteristics of vehicle-track coupled system considering dynamic viscoelasticity of vibration-damping pads
|
Cui, Weitao |
|
|
195 |
C |
p. |
artikel |