nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
1 |
A numerical and experimental study of hollow steel pile in layered soil subjected to lateral dynamic loading
|
Bhowmik, D. |
|
2013 |
53 |
C |
p. 119-129 11 p. |
artikel |
2 |
Calibration and implementation of a sand plasticity plane-strain model for earthquake engineering applications
|
Ziotopoulou, K. |
|
2013 |
53 |
C |
p. 268-280 13 p. |
artikel |
3 |
Centrifuge modelling for evaluation of seismic behaviour of stone masonry structure
|
Park, Heon-Joon |
|
2013 |
53 |
C |
p. 187-195 9 p. |
artikel |
4 |
Corrigendum to “Garvin’s generalized problem revisited” [Soil Dyn. Earthquake Eng. 47 (April) (2013) 4–15]
|
Sánchez-Sesma, Francisco |
|
2013 |
53 |
C |
p. 281- 1 p. |
artikel |
5 |
Corrigendum to “The reflection of P-waves in a poroelastic half-space saturated with viscous fluid” [Soil Dyn. Earthquake Eng. 49C (2013) 218–230]
|
Al Rjoub, Yousef S. |
|
2013 |
53 |
C |
p. 282- 1 p. |
artikel |
6 |
Damages on reinforced concrete buildings due to consecutive earthquakes in Van
|
Ates, Sevket |
|
2013 |
53 |
C |
p. 109-118 10 p. |
artikel |
7 |
Dynamic properties of fine-grained soils engineered with a controlled organic phase
|
Bate, B. |
|
2013 |
53 |
C |
p. 176-186 11 p. |
artikel |
8 |
Editorial Board / Aims and Scope
|
|
|
2013 |
53 |
C |
p. IFC- 1 p. |
artikel |
9 |
Effects of near-fault and far-fault ground motions on nonlinear dynamic response and seismic damage of concrete gravity dams
|
Zhang, Sherong |
|
2013 |
53 |
C |
p. 217-229 13 p. |
artikel |
10 |
Effects of soil–structure interaction on the dynamic properties and seismic response of piled structures
|
Medina, Cristina |
|
2013 |
53 |
C |
p. 160-175 16 p. |
artikel |
11 |
Formulation of a sand plasticity plane-strain model for earthquake engineering applications
|
Boulanger, R.W. |
|
2013 |
53 |
C |
p. 254-267 14 p. |
artikel |
12 |
Ground motion prediction equation considering combined dataset of recorded and simulated ground motions
|
Anbazhagan, P. |
|
2013 |
53 |
C |
p. 92-108 17 p. |
artikel |
13 |
Influence zone around a closed-ended pile during vibratory driving
|
Ekanayake, S.D. |
|
2013 |
53 |
C |
p. 26-36 11 p. |
artikel |
14 |
Maps of soil subsidence for Tokyo bay shore areas liquefied in the March 11th, 2011 off the Pacific Coast of Tohoku Earthquake
|
Konagai, Kazuo |
|
2013 |
53 |
C |
p. 240-253 14 p. |
artikel |
15 |
New insights into seismic behavior of building and surrounding soil at Hamaoka nuclear power station during Suruga Bay earthquake in 2009
|
Kamagata, S. |
|
2013 |
53 |
C |
p. 73-91 19 p. |
artikel |
16 |
Numerical assessment of liquefaction mitigation effects on residential houses: Case histories of the 2007 Niigata Chuetsu-offshore earthquake
|
Xu, Ling-Yu |
|
2013 |
53 |
C |
p. 196-209 14 p. |
artikel |
17 |
Performance and damages of reinforced concrete buildings during the October 23 and November 9, 2011 Van, Turkey, earthquakes
|
Bayraktar, Alemdar |
|
2013 |
53 |
C |
p. 49-72 24 p. |
artikel |
18 |
Performance of a transparent Flexible Shear Beam container for geotechnical centrifuge modeling of dynamic problems
|
Ghayoomi, Majid |
|
2013 |
53 |
C |
p. 230-239 10 p. |
artikel |
19 |
Pre-loading effect on site response: Site amplification and soil properties mismatch
|
Raptakis, Dimitrios G. |
|
2013 |
53 |
C |
p. 1-10 10 p. |
artikel |
20 |
Seismic microzonation of Chania, Crete (Greece) based on SASW measurements and non-linear site response analyses
|
Pelekis, P.C. |
|
2013 |
53 |
C |
p. 145-159 15 p. |
artikel |
21 |
Shear modulus degradation model for cohesive soils
|
Subramaniam, P. |
|
2013 |
53 |
C |
p. 210-216 7 p. |
artikel |
22 |
System of robust noise monitoring of anomalous seismic processes
|
Aliev, T.A. |
|
2013 |
53 |
C |
p. 11-25 15 p. |
artikel |
23 |
Two-dimensional imaging of soil–bedrock interface by short-array beamforming technique
|
Joh, Sung-Ho |
|
2013 |
53 |
C |
p. 37-48 12 p. |
artikel |
24 |
Verifying liquefaction remediation beneath an earth dam using SPT and CPT based methods
|
Guettaya, Ikram |
|
2013 |
53 |
C |
p. 130-144 15 p. |
artikel |