nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
1 |
A full experimental and numerical modelling of the practicability of thin foam barrier as vibration reduction measure
|
Naghizadehrokni, M. |
|
|
139 |
C |
p. |
artikel |
2 |
A ground motion prediction equation for filtered incremental velocity, FIV3
|
Dávalos, Héctor |
|
|
139 |
C |
p. |
artikel |
3 |
Analysis of pipe-soil interactions using goodman contact element under seismic action
|
Huang, Delong |
|
|
139 |
C |
p. |
artikel |
4 |
Analytical model of concrete-filled FRP-steel composite tube columns under cyclic axial compression
|
Zhang, Yirui |
|
|
139 |
C |
p. |
artikel |
5 |
An efficient three-dimensional method for the prediction of building vibrations from underground railway networks
|
He, Chao |
|
|
139 |
C |
p. |
artikel |
6 |
Applicability analysis of high-speed railway system under the action of near-fault ground motion
|
Jiang, Lizhong |
|
|
139 |
C |
p. |
artikel |
7 |
A simple single bounding surface model for undrained cyclic behaviours of saturated clays and its numerical implementation
|
Cheng, Xinglei |
|
|
139 |
C |
p. |
artikel |
8 |
Biaxial compression test and application considering interparticle rolling resistance and particle shape effects
|
Zhang, Xiao-ling |
|
|
139 |
C |
p. |
artikel |
9 |
Characterization of permanent deformation of fine-grained subgrade soil under intermittent loading
|
Nie, Rusong |
|
|
139 |
C |
p. |
artikel |
10 |
Column tests investigating the liquefaction of partially saturated loose non-plastic soils
|
Kwa, K.A. |
|
|
139 |
C |
p. |
artikel |
11 |
Comparison of cyclic liquefaction behavior of clean and silty sands considering static shear effect
|
Pan, K. |
|
|
139 |
C |
p. |
artikel |
12 |
Concept design of jacket foundations for offshore wind turbines in 10 steps
|
Jalbi, Saleh |
|
|
139 |
C |
p. |
artikel |
13 |
Conditional generative adversarial network model for simulating intensity measures of aftershocks
|
Ding, Yinjun |
|
|
139 |
C |
p. |
artikel |
14 |
Conditioning criteria based on multiple intensity measures for selecting hazard-consistent aftershock ground motion records
|
Ghotbi, Abdoul R. |
|
|
139 |
C |
p. |
artikel |
15 |
Damage evaluation and ultra-low-cycle fatigue analysis of high-rise steel frame with mesoscopic fracture models
|
Xiang, Ping |
|
|
139 |
C |
p. |
artikel |
16 |
Data field application in removing large P-phase arrival picking errors and relocating a mine microseismic event
|
Peng, Kang |
|
|
139 |
C |
p. |
artikel |
17 |
Design and test verification of a cylindrical 3D laminar shear soil container for use on shaking tables
|
Lei, Huayang |
|
|
139 |
C |
p. |
artikel |
18 |
Discussion on “Soil-structure interaction analyses of shallow-founded structures on a potential-liquefiable soil deposit” [Soil Dynam Earthq Eng 133 (2020) 106108]
|
Güllü, Hamza |
|
|
139 |
C |
p. |
artikel |
19 |
Dynamic response of an elastic plate on a transversely isotropic viscoelastic half-space with variable with depth moduli to a rectangular moving load
|
Muho, Edmond V. |
|
|
139 |
C |
p. |
artikel |
20 |
Dynamic response of an embedded flexible foundation of general shape in a transversely isotropic and multilayered half-space
|
Han, Zejun |
|
|
139 |
C |
p. |
artikel |
21 |
Dynamic response of open pipe pile under vertical cyclic loading in sand and clay
|
Li, Xin |
|
|
139 |
C |
p. |
artikel |
22 |
Dynamic simulation of falling weight deflectometer tests on flexible transversely isotropic layered pavements
|
Han, Zejun |
|
|
139 |
C |
p. |
artikel |
23 |
Editorial Board
|
|
|
|
139 |
C |
p. |
artikel |
24 |
Effect of bedrock stiffness and thickness on numerical simulation of seismic site response. Italian case studies
|
Falcone, Gaetano |
|
|
139 |
C |
p. |
artikel |
25 |
Effect of frequency dependence on the seismic performance of linear viscoelastic base-isolated structures
|
Gai, Pan-Pan |
|
|
139 |
C |
p. |
artikel |
26 |
Effect of input frequency on the seismic response of deep circular tunnels
|
Sandoval, Eimar |
|
|
139 |
C |
p. |
artikel |
27 |
Effect of non-plastic fines on the anisotropic small strain stiffness of a calcareous sand
|
Shi, Jinquan |
|
|
139 |
C |
p. |
artikel |
28 |
Efficient seismic reliability analysis of non-linear structures under non-stationary ground motions
|
Chen, Zhi-Qiang |
|
|
139 |
C |
p. |
artikel |
29 |
Evaluation of a novel application of earthquake HVSR in site-specific amplification estimation
|
Zhu, Chuanbin |
|
|
139 |
C |
p. |
artikel |
30 |
Evaluation of dynamic response of connected and non-connected piled raft systems using shaking table tests
|
Azizkandi, Alireza Saeedi |
|
|
139 |
C |
p. |
artikel |
31 |
Experimental and theoretical study of seismic and progressive collapse resilient composite frames
|
Tian, Yuan |
|
|
139 |
C |
p. |
artikel |
32 |
Field investigation into the vibration characteristics at the embankment of ballastless tracks induced by high-speed trains in frozen regions
|
Tian, Shuang |
|
|
139 |
C |
p. |
artikel |
33 |
Frequency response analysis of concrete seawall including soil-structure-seawater interaction
|
Chen, Weiyun |
|
|
139 |
C |
p. |
artikel |
34 |
Ground motion prediction equation for north India, applicable for different site classes
|
Nh, Harinarayan |
|
|
139 |
C |
p. |
artikel |
35 |
Influences of earthquake input models on nonlinear seismic performances of minaret-foundation-soil interaction systems
|
Bayraktar, Alemdar |
|
|
139 |
C |
p. |
artikel |
36 |
Large-scale model test for detecting pile defects using the parallel seismic method
|
Yang, Jun |
|
|
139 |
C |
p. |
artikel |
37 |
Large shaking table tests of pile-supported structures in different ground conditions
|
Xu, Chengshun |
|
|
139 |
C |
p. |
artikel |
38 |
Long term cyclic behavior of saturated soft clay under different drainage conditions
|
Guo, Lin |
|
|
139 |
C |
p. |
artikel |
39 |
Modeling the behavior of sand-fines mixtures using a critical state model
|
Ghafarian, Danial |
|
|
139 |
C |
p. |
artikel |
40 |
Multifractal analysis and wavelet leaders for structural damage detection of structures subjected to earthquake excitation
|
Pnevmatikos, N. |
|
|
139 |
C |
p. |
artikel |
41 |
New lateral load distribution pattern for seismic design of deteriorating shear buildings considering soil-structure interaction
|
Bai, Jiulin |
|
|
139 |
C |
p. |
artikel |
42 |
Nonlinear soil response under non-uniform seismic excitation from multi-point shaking table tests
|
Han, Junyan |
|
|
139 |
C |
p. |
artikel |
43 |
Numerical analysis of seismic performance of inclined piles in liquefiable sands
|
Wang, Yu |
|
|
139 |
C |
p. |
artikel |
44 |
Numerical simulations of LEAP centrifuge tests for seismic response of liquefiable sloping ground
|
Qiu, Zhijian |
|
|
139 |
C |
p. |
artikel |
45 |
Parametric investigation of effectiveness of high modulus columns in liquefaction mitigation
|
Demir, Selçuk |
|
|
139 |
C |
p. |
artikel |
46 |
Partially drained cyclic behaviour of granular fill material in triaxial condition
|
Chen, Wen-Bo |
|
|
139 |
C |
p. |
artikel |
47 |
Performance of sheet pile to mitigate liquefaction-induced lateral spreading of loose soil layer under the embankment
|
Saha, Partha |
|
|
139 |
C |
p. |
artikel |
48 |
Prediction of ground vibration induced by blasting operations through the use of the Bayesian Network and random forest models
|
Zhou, Jian |
|
|
139 |
C |
p. |
artikel |
49 |
Probabilistic analysis of environmental vibrations induced by high-speed trains
|
Cao, Zhigang |
|
|
139 |
C |
p. |
artikel |
50 |
Recovery and reconstruction of schools after M 7.3 Ezgeleh-Sarpole-Zahab earthquake of Nov. 2017; part I: Structural and nonstructural damages after the earthquake
|
Samadian, Delbaz |
|
|
139 |
C |
p. |
artikel |
51 |
Recovery and reconstruction of schools after M 7.3 Ezgeleh-Sarpole-Zahab earthquake; part II: Recovery process and resiliency calculation
|
Eghbali, Mahdi |
|
|
139 |
C |
p. |
artikel |
52 |
Reply to the discussion on “Soil-structure interaction analyses of shallow-founded structures on a potential-liquefiable soil deposit” [Soil Dynamics and Earthquake Engineering 133 (2020) 106108]
|
Forcellini, Davide |
|
|
139 |
C |
p. |
artikel |
53 |
Rock slope reliability analysis using Barton-Bandis failure criterion with modified pseudo-dynamic approach
|
Zhao, Lianheng |
|
|
139 |
C |
p. |
artikel |
54 |
Scaling errors of a seismic isolation system with a shear key
|
Wei, Biao |
|
|
139 |
C |
p. |
artikel |
55 |
Seismic interaction of tunnel-building systems on soft clay
|
Mayoral, Juan M. |
|
|
139 |
C |
p. |
artikel |
56 |
Seismic performance of eccentrically braced frames designed by the conventional and equivalent energy procedures
|
Yang, T.Y. |
|
|
139 |
C |
p. |
artikel |
57 |
Seismic reliability assessment of RC tunnel-form structures with geometric irregularities using a combined system approach
|
Mohsenian, Vahid |
|
|
139 |
C |
p. |
artikel |
58 |
Seismic response of caisson-supported bridge piers on viscoelastic soil
|
Mucciacciaro, Michele |
|
|
139 |
C |
p. |
artikel |
59 |
Seismic response of SMA-based self-centering buckling-restrained braced frames under near-fault ground motions
|
Ghowsi, Ahmad Fayeq |
|
|
139 |
C |
p. |
artikel |
60 |
Semi-analytical solutions for the wave-induced and vertical earthquake-induced responses of a fluid-stratified seabed-bedrock system
|
Wang, Piguang |
|
|
139 |
C |
p. |
artikel |
61 |
Shakedown analysis of recycled materials as railway capping layer under cyclic loading
|
Mohammadinia, Alireza |
|
|
139 |
C |
p. |
artikel |
62 |
Study on the corrected hyperbolic model of liquefaction evaluation for fine-grained sand
|
Zhang, Xiao-ling |
|
|
139 |
C |
p. |
artikel |
63 |
The contribution of cord rotations to structural response in the near-field
|
Trifunac, M.D. |
|
|
139 |
C |
p. |
artikel |
64 |
The meshless analysis of elastic dynamic problem based on radial basis reproducing kernel particle method
|
Qin, Shaopeng |
|
|
139 |
C |
p. |
artikel |
65 |
Torsional and flexural resonant column testing of grouted sands
|
Basas, V.G. |
|
|
139 |
C |
p. |
artikel |
66 |
Vertical response analysis at multi-points on defective pile in layered soil and its application
|
Liu, Xin |
|
|
139 |
C |
p. |
artikel |
67 |
Vertical vibration of a large diameter pile partially-embedded in poroelastic soil
|
Zheng, Changjie |
|
|
139 |
C |
p. |
artikel |
68 |
Wave-induced dynamic response in a transversely isotropic and multilayered poroelastic seabed
|
Li, Xibin |
|
|
139 |
C |
p. |
artikel |