| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A design method of viscoelastic damper parameters based on the elastic-plastic response reduction curve
|
Zhang, Li
|
|
2019
|
117 |
C |
p. 149-163
|
artikel
|
| 2 |
A directionally-dependent evolutionary lagged coherency model of nonstationary horizontal spatially variable seismic ground motions for engineering purposes
|
Wang, Ding
|
|
2019
|
117 |
C |
p. 58-71
|
artikel
|
| 3 |
A faster scheme to generate multimodal dispersion plots for Rayleigh wave propagation
|
Naskar, Tarun
|
|
2019
|
117 |
C |
p. 280-287
|
artikel
|
| 4 |
A Generalized Newmark Method for the assessment of permanent displacements of flexible retaining structures under seismic loading conditions
|
Cattoni, Elisabetta
|
|
2019
|
117 |
C |
p. 221-233
|
artikel
|
| 5 |
Analytical solution for calculating vibrations from twin circular tunnels
|
Yuan, Zonghao
|
|
2019
|
117 |
C |
p. 312-327
|
artikel
|
| 6 |
An approach for the real-time slip deformation coupled with strain softening of a high rockfill dam subjected to pulse-like ground motions
|
Zou, Degao
|
|
2019
|
117 |
C |
p. 30-46
|
artikel
|
| 7 |
An evolutive bounding surface plasticity model for early-age cemented tailings backfill under cyclic loading
|
Lu, Gongda
|
|
2019
|
117 |
C |
p. 339-356
|
artikel
|
| 8 |
Application of three-dimensional shakedown solutions in railway structure under multiple Hertz loads
|
Zhuang, Yan
|
|
2019
|
117 |
C |
p. 328-338
|
artikel
|
| 9 |
Assessment of stress relief during excavation on the seismic tunnel response by the pseudo-static method
|
Sun, Qiang Qiang
|
|
2019
|
117 |
C |
p. 384-397
|
artikel
|
| 10 |
Benefits of multiple rocking segments for CLT and LVL Pres-Lam wall systems
|
Pilon, D. Sanscartier
|
|
2019
|
117 |
C |
p. 234-244
|
artikel
|
| 11 |
Concurrent effects of inertial and kinematic soil-structure interactions on strength-ductility-period relationship
|
Ahmadi, Ehsan
|
|
2019
|
117 |
C |
p. 174-189
|
artikel
|
| 12 |
Development of region-specific soil behavior type index correlations for evaluating liquefaction hazard in Christchurch, New Zealand
|
Maurer, B.W.
|
|
2019
|
117 |
C |
p. 96-105
|
artikel
|
| 13 |
Dynamic responses and damage forms analysis of underground large scale frame structures under oblique SV seismic waves
|
Qiu, Dapeng
|
|
2019
|
117 |
C |
p. 216-220
|
artikel
|
| 14 |
Editorial Board
|
|
|
2019
|
117 |
C |
p. ii
|
artikel
|
| 15 |
Evaluation of the site amplification factors estimated by equivalent linear site response analysis using time series and random vibration theory based approaches
|
Stanko, Davor
|
|
2019
|
117 |
C |
p. 16-29
|
artikel
|
| 16 |
Experimental investigation of the cyclic response of double curved surface sliders subjected to radial and bidirectional sliding motions
|
Furinghetti, Marco
|
|
2019
|
117 |
C |
p. 190-202
|
artikel
|
| 17 |
Increased seismic hazard in Barcelona (Spain) due to soil-building resonance effects
|
Pinzón, Luis A.
|
|
2019
|
117 |
C |
p. 245-250
|
artikel
|
| 18 |
Influence of advanced structural modeling technique, mainshock-aftershock sequences, and ground-motion types on seismic fragility of low-rise RC structures
|
Salami, Mohammad R.
|
|
2019
|
117 |
C |
p. 263-279
|
artikel
|
| 19 |
Limits for the interstorey drift sensitivity coefficient θ of steel MRFs with viscous dampers designed according to Eurocode 8
|
Kariniotakis, Konstantinos
|
|
2019
|
117 |
C |
p. 203-215
|
artikel
|
| 20 |
On the dynamic behavior of nonlinear lightweight isolator for museum artifacts
|
Koumousis, Vlasis
|
|
2019
|
117 |
C |
p. 251-262
|
artikel
|
| 21 |
On the influence of platy shell particles on the cumulative deformations in sand under drained high-cyclic loading
|
Wichtmann, T.
|
|
2019
|
117 |
C |
p. 1-15
|
artikel
|
| 22 |
Propagation and attenuation characteristics of the vibration in soft soil foundations induced by high-speed trains
|
Ren, Xingwei
|
|
2019
|
117 |
C |
p. 374-383
|
artikel
|
| 23 |
Reliability of FTA general vibration assessment model in prediction of subway induced ground borne vibrations
|
Sadeghi, Javad
|
|
2019
|
117 |
C |
p. 300-311
|
artikel
|
| 24 |
Seismic impact between adjacent torsionally coupled buildings
|
Farahani, D.
|
|
2019
|
117 |
C |
p. 81-95
|
artikel
|
| 25 |
Selection of earthquake ground motion models using the deviance information criterion
|
Kowsari, Milad
|
|
2019
|
117 |
C |
p. 288-299
|
artikel
|
| 26 |
Simulation of strong ground motion from the 1995 M w 6.5 Kozani-Grevena, Greece, earthquake using a hybrid deterministic-stochastic approach
|
Ding, Yang
|
|
2019
|
117 |
C |
p. 357-373
|
artikel
|
| 27 |
Soil liquefaction in seasonally frozen ground during the 2016 Mw6.6 Akto earthquake
|
Yao, Yuan
|
|
2019
|
117 |
C |
p. 138-148
|
artikel
|
| 28 |
Study on dynamic fracture behavior of mode I crack under blasting loads
|
Liu, Ruifeng
|
|
2019
|
117 |
C |
p. 47-57
|
artikel
|
| 29 |
The effect of tunnel lining modelling approaches on the seismic response of sprayed concrete tunnels in coarse-grained soils
|
Kampas, G.
|
|
2019
|
117 |
C |
p. 122-137
|
artikel
|
| 30 |
Transverse free vibration of axially loaded tapered friction piles in heterogeneous soil
|
Lee, Joon Kyu
|
|
2019
|
117 |
C |
p. 116-121
|
artikel
|
| 31 |
Using in-situ and laboratory-measured shear wave velocities to evaluate the influence of soil fabric on in-situ liquefaction resistance
|
Kiyota, Takashi
|
|
2019
|
117 |
C |
p. 164-173
|
artikel
|
| 32 |
Vertical dynamic impedance of pile groups partially embedded in multilayered, transversely isotropic, saturated soils
|
Zhang, Shiping
|
|
2019
|
117 |
C |
p. 106-115
|
artikel
|
| 33 |
Wavelet packet analysis of blasting vibration signal of mountain tunnel
|
Huang, Dan
|
|
2019
|
117 |
C |
p. 72-80
|
artikel
|
Tijdschrift beschrijving