nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
1 |
A field study on pile response to blast-induced ground motion
|
Jayasinghe, L.B. |
|
|
114 |
C |
p. 568-575 |
artikel |
2 |
A finite element performance-based approach to correlate movement of a rigid retaining wall with seismic earth pressure
|
Bakr, Junied |
|
|
114 |
C |
p. 460-479 |
artikel |
3 |
A method based on 3D stiffness matrices in Cartesian coordinates for computation of 2.5D elastodynamic Green's functions of layered half-spaces
|
Noori, Behshad |
|
|
114 |
C |
p. 154-158 |
artikel |
4 |
Analysis of seismic ground response caused during strong earthquake in Northern Thailand
|
Mase, Lindung Zalbuin |
|
|
114 |
C |
p. 113-126 |
artikel |
5 |
Analysis of seismic non-structural damage in single-storey industrial steel buildings
|
Scozzese, Fabrizio |
|
|
114 |
C |
p. 505-519 |
artikel |
6 |
Analysis of soil liquefaction using centrifuge tests of a site subjected to biaxial shaking
|
Zeghal, Mourad |
|
|
114 |
C |
p. 229-241 |
artikel |
7 |
A new baseline correction method for near-fault strong-motion records based on the target final displacement
|
Lin, Yuanzheng |
|
|
114 |
C |
p. 27-37 |
artikel |
8 |
Assessing physical mechanisms related to kinematic soil-pile interaction
|
Zhang, Chao |
|
|
114 |
C |
p. 22-26 |
artikel |
9 |
Assessment of sliding block methods performance considering energy-representative parameters
|
Baziar, Mohammad Hassan |
|
|
114 |
C |
p. 520-533 |
artikel |
10 |
Attenuation of short-period body waves in Northwestern Himalayan Region, India
|
Singh, Priyamvada |
|
|
114 |
C |
p. 555-562 |
artikel |
11 |
Attenuation of strong earthquake ground motion – I: Dependence on geology along the wave path from the Hindu Kush subduction to Western Himalaya
|
Gupta, I.D. |
|
|
114 |
C |
p. 127-146 |
artikel |
12 |
Cold-formed steel centre-sheathed (mid-ply) shear walls
|
Brière, Vincent |
|
|
114 |
C |
p. 253-266 |
artikel |
13 |
Comparison between outcomes of the 2014 Earthquake Hazard Model of the Middle East (EMME14) and national seismic design codes: The case of Iran
|
Kohrangi, Mohsen |
|
|
114 |
C |
p. 348-361 |
artikel |
14 |
Contraction and pore pressure behavior of a silty sand deposit subjected to an extended shaking history
|
El-Sekelly, W. |
|
|
114 |
C |
p. 215-224 |
artikel |
15 |
Cyclic response of low yielding connections using different friction materials
|
Ferrante Cavallaro, Giovanni |
|
|
114 |
C |
p. 404-423 |
artikel |
16 |
Derivation of Shukla's generalized expression of seismic passive earth pressure on retaining walls with cohesive-frictional backfill by the inclined slice element method
|
Peng, Junguo |
|
|
114 |
C |
p. 225-228 |
artikel |
17 |
Ductility demands and residual displacements of pinching hysteretic timber structures subjected to seismic sequences
|
Pu, Wuchuan |
|
|
114 |
C |
p. 392-403 |
artikel |
18 |
Editorial Board
|
|
|
|
114 |
C |
p. ii |
artikel |
19 |
Effect of soil structure interaction on the dynamic responses of base isolated bridges and comparison to experimental results
|
Dai, Wentao |
|
|
114 |
C |
p. 242-252 |
artikel |
20 |
Empirical porewater pressure generation model parameters in 1-D seismic site response analysis
|
Mei, Xuan |
|
|
114 |
C |
p. 563-567 |
artikel |
21 |
Energy evaluation for liquefaction-induced strain of loose sands by harmonic and irregular loading tests
|
Kokusho, T. |
|
|
114 |
C |
p. 362-377 |
artikel |
22 |
Estimation of maximum and residual inter-storey drift in steel MRF considering soil-structure interaction from fixed-base analyses
|
Farhadi, Nima |
|
|
114 |
C |
p. 85-96 |
artikel |
23 |
Experimental and numerical modelling of buried pipelines crossing reverse faults
|
Demirci, Hasan Emre |
|
|
114 |
C |
p. 198-214 |
artikel |
24 |
Experimental and theoretical study on a novel dual-functional replaceable stiffening angle steel component
|
Lu, Xinzheng |
|
|
114 |
C |
p. 378-391 |
artikel |
25 |
Experimental assessment of the cyclic response of friction-based isolators under bidirectional motions
|
Pavese, Alberto |
|
|
114 |
C |
p. 1-11 |
artikel |
26 |
Experimental study of burial depth effect on embedded pipe deformations in sandy slopes under dynamic landsliding
|
Jahromi, Hadi Farahi |
|
|
114 |
C |
p. 281-297 |
artikel |
27 |
Finite element implementation of efficient absorbing layers for time harmonic elastodynamics of unbounded domains
|
Fontara, Ioanna-Kleoniki |
|
|
114 |
C |
p. 625-638 |
artikel |
28 |
Finite element model of ballasted railway with infinite boundaries considering effects of moving train loads and Rayleigh waves
|
Li, Ling |
|
|
114 |
C |
p. 147-153 |
artikel |
29 |
Force redistribution of steel moment-resisting frame retrofitted with a minimal disturbance arm damper
|
Zhang, Lei |
|
|
114 |
C |
p. 159-173 |
artikel |
30 |
Global concurrent cross-scale nonlinear analysis approach of complex CFRD systems considering dynamic impervious panel-rockfill material-foundation interactions
|
Chen, Kai |
|
|
114 |
C |
p. 51-68 |
artikel |
31 |
Influence of mechanical layout of inerter systems on seismic mitigation of storage tanks
|
Zhang, Ruifu |
|
|
114 |
C |
p. 639-649 |
artikel |
32 |
Influence of strong motion duration on the seismic performance of high CFRDs based on elastoplastic analysis
|
Xu, Bin |
|
|
114 |
C |
p. 438-447 |
artikel |
33 |
Nonlinear seismic analysis of a high-pier, long-span, continuous RC frame bridge under spatially variable ground motions
|
Li, Xiaoqiong |
|
|
114 |
C |
p. 298-312 |
artikel |
34 |
On the complexity of seismic waves trapped in irregular topographies
|
Asimaki, Domniki |
|
|
114 |
C |
p. 424-437 |
artikel |
35 |
Optimum design of dynamic modal control algorithm using non-linear structural mathematical modeling
|
Corbi, Ileana |
|
|
114 |
C |
p. 548-554 |
artikel |
36 |
Optimum Tuned Mass Dampers under seismic Soil-Structure Interaction
|
Salvi, Jonathan |
|
|
114 |
C |
p. 576-597 |
artikel |
37 |
Performance based design in geotechnical earthquake engineering
|
Finn, W.D. Liam |
|
|
114 |
C |
p. 326-332 |
artikel |
38 |
Practical seismic microzonation in complex geological environments
|
Yamin, Luis E. |
|
|
114 |
C |
p. 480-494 |
artikel |
39 |
Probabilistic seismic vulnerability analysis of corroded reinforced concrete frames including spatial variability of pitting corrosion
|
Dizaj, Ebrahim Afsar |
|
|
114 |
C |
p. 97-112 |
artikel |
40 |
Reliquefaction behavior of sand and its mesoscopic mechanism
|
Ye, Bin |
|
|
114 |
C |
p. 12-21 |
artikel |
41 |
Remediation of liquefaction effects for an embankment using soil-cement walls: Centrifuge and numerical modeling
|
Boulanger, Ross W. |
|
|
114 |
C |
p. 38-50 |
artikel |
42 |
Scoping assessment of free-field vibrations due to railway traffic
|
Galvín, P. |
|
|
114 |
C |
p. 598-614 |
artikel |
43 |
Seismic analysis of rigid walls retaining a cross-anisotropic poroelastic soil layer over bedrock
|
Beskou, Niki D. |
|
|
114 |
C |
p. 615-624 |
artikel |
44 |
Seismic vulnerability assessment of RC skew bridges subjected to mainshock-aftershock sequences
|
Omranian, Ehsan |
|
|
114 |
C |
p. 186-197 |
artikel |
45 |
Small strain damping ratio of sands and silty sands subjected to flexural and torsional resonant column excitation
|
Senetakis, Kostas |
|
|
114 |
C |
p. 448-459 |
artikel |
46 |
Spectral representation-based dimension reduction for simulating multivariate non-stationary ground motions
|
Liu, Zixin |
|
|
114 |
C |
p. 313-325 |
artikel |
47 |
Stochastic modeling and simulation of ground motions using complex discrete wavelet transform and Gaussian mixture model
|
Sharbati, R. |
|
|
114 |
C |
p. 267-280 |
artikel |
48 |
Stochastic response reduction on offshore wind turbines due to flaps including soil effects
|
Thakur, Shilpa |
|
|
114 |
C |
p. 174-185 |
artikel |
49 |
The effects of ground motion duration and pinching-degrading behavior on seismic response of SDOF systems
|
Molazadeh, Mina |
|
|
114 |
C |
p. 333-347 |
artikel |
50 |
The seismic displacement of a block sliding on an inclined plane with resistance varying with the distance moved
|
Stamatopoulos, Constantine A. |
|
|
114 |
C |
p. 69-84 |
artikel |
51 |
The seismic isolated Stavros Niarchos Foundation Cultural Center in Athens (SNFCC)
|
Giarlelis, Christos |
|
|
114 |
C |
p. 534-547 |
artikel |
52 |
Using the 2.5D FE and transfer matrix methods to study ground vibration generated by two identical trains passing each other
|
Cheng, Gong |
|
|
114 |
C |
p. 495-504 |
artikel |