nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
1 |
Analysis of r - Adaptive coupling adaptive time integration strategy in FEM of seismic liquefaction
|
Wang, Kaiwei |
|
|
182 |
C |
p. |
artikel |
2 |
An improved time domain spectral matching method using particle swarm optimization
|
Liu, Pan |
|
|
182 |
C |
p. |
artikel |
3 |
A probabilistic extension of existing site-specific liquefaction triggering and liquefaction manifestation methods for regional scale evaluations
|
Greenfield, Michael W. |
|
|
182 |
C |
p. |
artikel |
4 |
Assessment and measurement of ground motion risk levels for structures isolated by double concave friction pendulum system
|
Li, Jiaxi |
|
|
182 |
C |
p. |
artikel |
5 |
Assessment of the ground motion amplification factor at sites in mainland China
|
Feng, C. |
|
|
182 |
C |
p. |
artikel |
6 |
Behavior of fresh and recycled slag ballast under cyclic and post-cyclic monotonic loadings using large-scale triaxial tests
|
Ebrahimi Alavijeh, Bahareh |
|
|
182 |
C |
p. |
artikel |
7 |
BPNN-predicted fault permanent dislocation and seismic response analyses of long-span suspension bridges crossing dip-slip faults
|
Jia, Hongyu |
|
|
182 |
C |
p. |
artikel |
8 |
B-Spline impulse response functions (BIRF) for transient SSI analysis of pile foundations: Developments and implementation
|
Ozegbe, Kingsley C. |
|
|
182 |
C |
p. |
artikel |
9 |
Centrifuge modelling on seismic failure of MSW landfills with high water level
|
Li, Junchao |
|
|
182 |
C |
p. |
artikel |
10 |
Correlation between electricity generation of piezoelectric ceramics and cyclic behavior of UGMs under traffic loading
|
Gu, Chuan |
|
|
182 |
C |
p. |
artikel |
11 |
3D attenuation tomography of the Uttarakhand, NW Himalaya: Linkage to fluid or partial melt zones - Seismic hazard
|
Monika, |
|
|
182 |
C |
p. |
artikel |
12 |
Deep learning application for nonlinear seismic ground response prediction based on centrifuge test and numerical analysis
|
Van Nguyen, Dong |
|
|
182 |
C |
p. |
artikel |
13 |
Dual-reduction order parallel simulation of large-scale problems with local material nonlinearities
|
Sun, Baoyin |
|
|
182 |
C |
p. |
artikel |
14 |
Dynamic impedance and compliance surfaces of twin adjacent surface foundations under synchronous and asynchronous loads
|
Aji, Hendrawan D.B. |
|
|
182 |
C |
p. |
artikel |
15 |
Editorial Board
|
|
|
|
182 |
C |
p. |
artikel |
16 |
Effects of the fluid-porous medium interface on the dynamic response of a nearly saturated seabed under obliquely incident P/SV waves
|
Li, Jinkai |
|
|
182 |
C |
p. |
artikel |
17 |
Elastic wave propagation through a fluid-saturated poroviscoelastic covering layer based on the fractional viscoelastic BISQ model with a loose boundary condition
|
Liu, Y. |
|
|
182 |
C |
p. |
artikel |
18 |
Environmental impact of the vibration generated by the underwater shaking table of the National Facility for Earthquake Engineering Simulation (NFEES)
|
Ba, Zhenning |
|
|
182 |
C |
p. |
artikel |
19 |
Evaluation of soil liquefaction potential using ensemble classifier based on grey wolves optimizer (GWO)
|
Reddy, Nerusupalli Dinesh Kumar |
|
|
182 |
C |
p. |
artikel |
20 |
Evaluation of vertical-to-horizontal spectral acceleration ratio for the 2023 Turkey-Syria seismic sequences
|
Yaghmaei-Sabegh, Saman |
|
|
182 |
C |
p. |
artikel |
21 |
Excess pore water pressure response of soil inside the mini bucket embedded in saturated soil under seismic loading
|
Kuo, Yu-Shu |
|
|
182 |
C |
p. |
artikel |
22 |
Experimental and numerical analysis on seismic behavior of corner Dou-Gong bracket in ancient timber buildings
|
Song, Dejun |
|
|
182 |
C |
p. |
artikel |
23 |
Experimental study of the dynamic tunnel response adjacent to a building
|
He, Zhengyao |
|
|
182 |
C |
p. |
artikel |
24 |
Feasibility studies in applying cork to pile-type two-layered seismic metamaterials
|
Wu, Tung-Yu |
|
|
182 |
C |
p. |
artikel |
25 |
Ground response and liquefaction evaluations for the 2017 Pohang, Korea, earthquake based on shear wave velocity profiles estimated by microtremor array measurements
|
Seo, Hwanwoo |
|
|
182 |
C |
p. |
artikel |
26 |
Hedge-Algebras-based hybrid control of earthquake-induced buildings using upgraded tuned liquid column dampers
|
Cao, Huong Quoc |
|
|
182 |
C |
p. |
artikel |
27 |
Influence of ground motion duration on inelastic seismic response of subway stations in soft soils
|
Sun, Qiangqiang |
|
|
182 |
C |
p. |
artikel |
28 |
Influence of modelling approach for reinforced concrete underground structures, with application to the CMS cavern at CERN
|
Mubarak, A.G. |
|
|
182 |
C |
p. |
artikel |
29 |
Intelligent identification method for pulse-like ground motions and field distribution of three-dimensional orientation-independent pulse characteristics
|
Yu, Haitao |
|
|
182 |
C |
p. |
artikel |
30 |
Investigation of the dynamic response of h-type anti-slide pile based on shaking table test
|
Zhu, Baolong |
|
|
182 |
C |
p. |
artikel |
31 |
Laboratory tests on the traffic-induced cyclic behavior of anisotropically overconsolidated clay under different drainage conditions
|
He, Xuan |
|
|
182 |
C |
p. |
artikel |
32 |
Machine learning-based models for estimating liquefaction-induced building settlements
|
Liu, Chenying |
|
|
182 |
C |
p. |
artikel |
33 |
Mesoscopic mechanism of increasing liquefaction resistance of saturated sand deposits by preshaking using centrifuge shaking table tests
|
Xie, Xiaoli |
|
|
182 |
C |
p. |
artikel |
34 |
Multidisciplinary reconnaissance investigation covering structural, geotechnical, and architectural based damage to mid-rise residential buildings following the February 6th, 2023 Kahramanmaraş, Türkiye earthquake doublets (Mw 7.8, Mw 7.6)
|
Celik, Oguz C. |
|
|
182 |
C |
p. |
artikel |
35 |
New unconditionally stable and high-accuracy finite element procedures for high-frequency solid-fluid coupled dynamic systems
|
Li, Gen |
|
|
182 |
C |
p. |
artikel |
36 |
Periodic foundation piles for the seismic protection of structures
|
Casablanca, O. |
|
|
182 |
C |
p. |
artikel |
37 |
Probabilistic assessment of seismic performance of slopes considering the sensitivity of sliding surface to input motion
|
Khalid, Muhammad Irslan |
|
|
182 |
C |
p. |
artikel |
38 |
Propagation characteristics of dynamic wave in fluid-containing granular materials at unified high and low frequency
|
Li, Tao |
|
|
182 |
C |
p. |
artikel |
39 |
Proposing unsupervised clustering-based earthquake records selection framework for computationally efficient nonlinear response history analysis of structures equipped with multi-stage friction pendulum bearings
|
Habib, Ahed |
|
|
182 |
C |
p. |
artikel |
40 |
Rapid resilience assessment framework for mountain tunnels subjected to near-fault seismic ground motions
|
Meng, Si-bo |
|
|
182 |
C |
p. |
artikel |
41 |
Reliquefaction behavior of sand and response of pile group subjected to repeated shaking sequence using centrifuge model experiments
|
Padmanabhan, Gowtham |
|
|
182 |
C |
p. |
artikel |
42 |
Revised pile-pile mutual interaction factors for seismic analysis of end-bearing pile groups embedded in saturated stratum
|
Wu, Wenbing |
|
|
182 |
C |
p. |
artikel |
43 |
Scattering of SH waves by elliptical cavity and type-III crack in deep anisotropic geology
|
Yang, Zailin |
|
|
182 |
C |
p. |
artikel |
44 |
Seismic analysis of cross-anisotropic poroelastic layered soil retained by rigid walls
|
Keshavarz, Amin |
|
|
182 |
C |
p. |
artikel |
45 |
Seismic analysis of gravity dam-foundation systems using stochastic spectral finite element method
|
Zeng, Qing-Pei |
|
|
182 |
C |
p. |
artikel |
46 |
Seismic damage assessment for the underground large-scale frame structure based on the seismic failure path
|
Qiu, Dapeng |
|
|
182 |
C |
p. |
artikel |
47 |
Seismic damage mechanics and vulnerability analysis for the immersed tunnel subjected transverse earthquake records
|
Jiang, Jiawei |
|
|
182 |
C |
p. |
artikel |
48 |
Seismic microzonation of North Gyeongsang (South Korea) considering liquefaction potential: Application towards seismic risk assessment for Korean nuclear power plants
|
Ansari, Abdullah |
|
|
182 |
C |
p. |
artikel |
49 |
Seismic response characteristics of shield tunnel structures in liquefiable soils
|
Shen, Yiyao |
|
|
182 |
C |
p. |
artikel |
50 |
Seismic response of pile-supported embankment in unequal thickness liquefiable soil with V shape underlying stratum
|
Deng, Weiting |
|
|
182 |
C |
p. |
artikel |
51 |
Seismic wave-field modeling of 3D irregularities in layered half-space under P-, S-, and Rayleigh waves with arbitrary incident azimuth
|
Zhang, Ji |
|
|
182 |
C |
p. |
artikel |
52 |
Stability of sheet-pile wall in liquefiable soil: LEAP-2020 and LEAP-2022 centrifuge tests at Ehime University
|
Ono, Kohei |
|
|
182 |
C |
p. |
artikel |
53 |
State-dependent fragility functions for Italian building classes
|
Orlacchio, Mabel |
|
|
182 |
C |
p. |
artikel |
54 |
Study on vibration effects of high-speed train operation on viaduct and subgrade-viaduct transition sections in loess area
|
Chen, Jin |
|
|
182 |
C |
p. |
artikel |
55 |
Three-dimensional behavior of a pure bending yielding damper
|
Aghliani, Maryam |
|
|
182 |
C |
p. |
artikel |
56 |
Time-frequency analysis of nonlinear structures under nonstationary excitation by directly solving structural dynamic equation through absolute displacement
|
Li, Xi-Mei |
|
|
182 |
C |
p. |
artikel |
57 |
Vector-valued fragility analysis of subway station structures subjected to the Kahramanmaras earthquake
|
Guo, Zhike |
|
|
182 |
C |
p. |
artikel |
58 |
Vibration amplification zone phenomenon on the ground surface under various types of buried dynamic loads within metro tunnel
|
Xu, Lihui |
|
|
182 |
C |
p. |
artikel |