nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
1 |
An improved equivalent energy-based design procedure for seismic isolation system of simply supported bridge in China's high-speed railway
|
Guo, Wei |
|
|
134 |
C |
p. |
artikel |
2 |
A simple closed-form solution for kinematic responses of retaining wall incorporating the effects of shear stiffness of soils
|
Ke, Wenhai |
|
|
134 |
C |
p. |
artikel |
3 |
Buried pipeline subjected to seismic landslide: A simplified analytical solution
|
Chaudhuri, Chaidul Haque |
|
|
134 |
C |
p. |
artikel |
4 |
Dynamic pile-side soil resistance during longitudinal vibration
|
Liu, Xin |
|
|
134 |
C |
p. |
artikel |
5 |
Editorial Board
|
|
|
|
134 |
C |
p. |
artikel |
6 |
High strain damping for sands from load-controlled cyclic tests: Correlation between stored strain energy and pore water pressure
|
Doygun, O. |
|
|
134 |
C |
p. |
artikel |
7 |
Intensity measure adequacy assessment for nonlinear site response using Information Theory
|
Dhulipala, Somayajulu L.N. |
|
|
134 |
C |
p. |
artikel |
8 |
Liquefaction of a sloping deposit: LEAP-2017 centrifuge tests at Rensselaer Polytechnic Institute
|
Korre, Evangelia |
|
|
134 |
C |
p. |
artikel |
9 |
Numerical evaluation of the soil behavior during pipe-pile installation using impact and vibratory driving in sand
|
Daryaei, R. |
|
|
134 |
C |
p. |
artikel |
10 |
Performance-based analysis of tunnels under seismic events with nonlinear features of soil mass and lining
|
Mohammadi-Haji, B. |
|
|
134 |
C |
p. |
artikel |
11 |
Probabilistic regional-scale liquefaction triggering modeling using 3D Gaussian processes
|
Greenfield, Michael W. |
|
|
134 |
C |
p. |
artikel |
12 |
Pulse-like ground motions: Statistical characteristics, and GMPE development for the Iranian Plateau
|
Khansefid, Ali |
|
|
134 |
C |
p. |
artikel |
13 |
Railway critical speed assessment: A simple experimental-analytical approach
|
Costa, Pedro Alves |
|
|
134 |
C |
p. |
artikel |
14 |
Rayleigh, Love and Stoneley waves in a transversely isotropic saturated poroelastic media by means of potential method
|
Mahmoodian, Mohammadreza |
|
|
134 |
C |
p. |
artikel |
15 |
Seismic fragility analysis of bridge piers using methods of moment
|
Zhang, Long-Wen |
|
|
134 |
C |
p. |
artikel |
16 |
Seismic fragility analysis of shear-critical concrete columns considering corrosion induced deterioration effects
|
Xu, Ji-Gang |
|
|
134 |
C |
p. |
artikel |
17 |
Seismic fragility of existing RC buildings with corroded bars under earthquake sequences
|
Di Sarno, Luigi |
|
|
134 |
C |
p. |
artikel |
18 |
Shaking table test verification of traveling wave resonance in seismic response of pile-soil-cable-stayed bridge under non-uniform sine wave excitation
|
Xie, Wen |
|
|
134 |
C |
p. |
artikel |
19 |
Study on dynamic stability of high-steep loess slope considering the effect of buildings
|
Wang, Lili |
|
|
134 |
C |
p. |
artikel |
20 |
The meshless analysis of wave propagation based on the Hermit-type RRKPM
|
Ma, Jichao |
|
|
134 |
C |
p. |
artikel |
21 |
Three-dimensional constitutive model for cyclic behavior of soil-structure interfaces
|
Saberi, Miad |
|
|
134 |
C |
p. |
artikel |
22 |
Transfer matrix solution to free-field response of a multi-layered transversely isotropic poroelastic half-plane
|
Liang, Jianwen |
|
|
134 |
C |
p. |
artikel |