| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A holistic framework for seismic analysis of extended pile-shaft-supported bridges against different extents of liquefaction and lateral spreading
|
Wang, Xiaowei
|
|
|
170 |
C |
p.
|
artikel
|
| 2 |
Centrifuge model studies on the performance of earthen dams with geocomposite internal drain subjected to pseudostatic seismic loading
|
Kumar, Pankaj
|
|
|
170 |
C |
p.
|
artikel
|
| 3 |
Earthquakes magnitude prediction using deep learning for the Horn of Africa
|
Abebe, Ewnetu
|
|
|
170 |
C |
p.
|
artikel
|
| 4 |
Editorial Board
|
|
|
|
170 |
C |
p.
|
artikel
|
| 5 |
Effect of stress-induced anisotropy on shear modulus response of compacted coal ash under small-strain dynamic loading conditions
|
Shrivastava, Aparna
|
|
|
170 |
C |
p.
|
artikel
|
| 6 |
Effects of different test methods on the seismic dynamic response in inclined liquefiable soil
|
Zhang, Xiao-ling
|
|
|
170 |
C |
p.
|
artikel
|
| 7 |
Experimental evaluation of the seismic isolation effectiveness of friction pendulum bearings in bridges considering transverse poundings
|
Meng, Dongliang
|
|
|
170 |
C |
p.
|
artikel
|
| 8 |
Genetic algorithm model of PEC column-steel plate shear wall with flush end-plate joints based on component method
|
Yu, Jinguang
|
|
|
170 |
C |
p.
|
artikel
|
| 9 |
IBEM-FEM coupling method for full process nonlinear ground motion simulation of near-fault sedimentary basins
|
Liu, Zhongxian
|
|
|
170 |
C |
p.
|
artikel
|
| 10 |
Interaction analysis revisited by generalized finite difference method with perfectly matched layer
|
Mengi, Yalcin
|
|
|
170 |
C |
p.
|
artikel
|
| 11 |
Multiple earthquake-induced progressive failure of bedding slopes with a saturated weak layer: Shaking table model tests
|
Yang, Hailong
|
|
|
170 |
C |
p.
|
artikel
|
| 12 |
Non-linear study of the method of transition in mixed concrete/steel structures
|
Kiani, Arian
|
|
|
170 |
C |
p.
|
artikel
|
| 13 |
Novel fiber-based seismic response modelling and design method of partially CFST bridge piers considering local buckling effect
|
Xiang, Nailiang
|
|
|
170 |
C |
p.
|
artikel
|
| 14 |
On unified characterization of wave velocity of sand: A focus on effect of particle shape
|
Liu, Xin
|
|
|
170 |
C |
p.
|
artikel
|
| 15 |
Performance of finned piles as a protection for a 2*2 group pile subjected to liquefaction-induced lateral spreading: A shake table investigation
|
Khorashadizadeh, Moein
|
|
|
170 |
C |
p.
|
artikel
|
| 16 |
Quantification of optimal target reliability for seismic design: Methodology and application to steel buildings
|
Habibi, Kasra
|
|
|
170 |
C |
p.
|
artikel
|
| 17 |
Scattering of plane SH waves by a circular tunnel in nonlocal fractional-order viscoelastic half-space
|
Liang, Yuwang
|
|
|
170 |
C |
p.
|
artikel
|
| 18 |
Seismic performance of double-column tall pier bents using fusing connections
|
Xiong, Jianfeng
|
|
|
170 |
C |
p.
|
artikel
|
| 19 |
Seismic response of buried pipes in sloping medium dense sand
|
Fan, Jiying
|
|
|
170 |
C |
p.
|
artikel
|
| 20 |
Shaking table test on dynamic response of a deposit slope with a weak interlayer reinforced by the pile-anchor structure
|
Chen, Guangpeng
|
|
|
170 |
C |
p.
|
artikel
|
| 21 |
Study on structural damage evolution of excavated slope subjected to earthquake and rainfall using electrical resistivity measurement
|
Zhou, Hanxu
|
|
|
170 |
C |
p.
|
artikel
|
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