| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A deep leaning method for dynamic vibration analysis of bridges subjected to uniform seismic excitation
|
Yi, Rui
|
|
|
168 |
C |
p.
|
artikel
|
| 2 |
A geotechnical seismic isolation system based on marine sand cushion for attenuating ground shock effect: Experimental investigation
|
Zhang, Haotian
|
|
|
168 |
C |
p.
|
artikel
|
| 3 |
Alternative regional ground motion models for Western Himalayas
|
Podili, Bhargavi
|
|
|
168 |
C |
p.
|
artikel
|
| 4 |
A new ground-motion simulation procedure based on feature extraction matching multiple intensity measures
|
Jin, Chaoyue
|
|
|
168 |
C |
p.
|
artikel
|
| 5 |
An overview of the model container types in physical modeling of geotechnical problems
|
Esmaeilpour, Pouria
|
|
|
168 |
C |
p.
|
artikel
|
| 6 |
A practical multiscale modeling strategy to model wet-type beam–column connections for seismic analysis of precast RC frame structures
|
Zhang, Xue
|
|
|
168 |
C |
p.
|
artikel
|
| 7 |
Design and seismic evaluation of MRFs in DC2 ductility class introduced in the new prEN1998 draft and comparison with TPMC
|
Maglio, Maria
|
|
|
168 |
C |
p.
|
artikel
|
| 8 |
Direct shear behavior of dredged soil under dynamic normal load conditions
|
Dang, Wengang
|
|
|
168 |
C |
p.
|
artikel
|
| 9 |
Drained cyclic behaviour and state-dependent stress–dilatancy relationship of sand in direct simple shear tests
|
Al Tarhouni, Mahmud Amer
|
|
|
168 |
C |
p.
|
artikel
|
| 10 |
Editorial Board
|
|
|
|
168 |
C |
p.
|
artikel
|
| 11 |
Effect of offset between beam outside and neutral surfaces on dynamic soil-structure interactions
|
Gao, Zhidong
|
|
|
168 |
C |
p.
|
artikel
|
| 12 |
Effect of soil heterogeneity on seismic tunnel lining forces
|
Abate, G.
|
|
|
168 |
C |
p.
|
artikel
|
| 13 |
Excess pore water pressure generation in saturated sandy soils subjected to various cyclic stress paths
|
Ma, Weijia
|
|
|
168 |
C |
p.
|
artikel
|
| 14 |
Experimental study of CFST embedded precast concrete bridge column-foundation connection with studs
|
Jiao, Chiyu
|
|
|
168 |
C |
p.
|
artikel
|
| 15 |
Field testing study on jacked pile penetration characteristics in laminated clay based on FBG sensing technology
|
Wang, Yonghong
|
|
|
168 |
C |
p.
|
artikel
|
| 16 |
Frequency-dependent site amplification functions for key geological units in Iceland from a Bayesian hierarchical model for earthquake strong-motions
|
Rahpeyma, Sahar
|
|
|
168 |
C |
p.
|
artikel
|
| 17 |
Longitudinal seismic fragility assessment of an integral bridge-ground system in liquefaction-induced lateral spreads
|
Qiu, Zhijian
|
|
|
168 |
C |
p.
|
artikel
|
| 18 |
Modeling damage accumulation during ground-motion sequences for portfolio seismic loss assessments
|
Iacoletti, Salvatore
|
|
|
168 |
C |
p.
|
artikel
|
| 19 |
Monotonic and cyclic undrained behaviour and liquefaction resistance of pumiceous, non-plastic sandy silt
|
Chaneva, Jordanka
|
|
|
168 |
C |
p.
|
artikel
|
| 20 |
Numerical and experimental investigations on the seismic response of continuous girder bridge using winding rope fluid viscous dampers
|
Su, Lijun
|
|
|
168 |
C |
p.
|
artikel
|
| 21 |
Parameters of dynamic compaction based on model test
|
Li, Peixuan
|
|
|
168 |
C |
p.
|
artikel
|
| 22 |
Performance-based seismic assessment of slope systems
|
Bray, Jonathan D.
|
|
|
168 |
C |
p.
|
artikel
|
| 23 |
Prediction of nonlinear seismic response of underground structures in single- and multi-layered soil profiles using a deep gated recurrent network
|
Wu, Yongxin
|
|
|
168 |
C |
p.
|
artikel
|
| 24 |
Pre-tensioned SMA cable tests and its application in a novel self-centering viscoelastic damper
|
Qian, Hui
|
|
|
168 |
C |
p.
|
artikel
|
| 25 |
Ranking method of the severest input ground motion for underground structures based on composite ground motion intensity measures
|
Chen, Zhiyi
|
|
|
168 |
C |
p.
|
artikel
|
| 26 |
Seismic damage identification of high arch dams based on an unsupervised deep learning approach
|
Cao, Xiangyu
|
|
|
168 |
C |
p.
|
artikel
|
| 27 |
Seismic performance improvement of continuous rigid-frame bridges with hybrid control system under near-fault ground motions
|
Li, Jun
|
|
|
168 |
C |
p.
|
artikel
|
| 28 |
Seismic performance of self-centering rocking bents considering soil-structure interaction
|
Dong, Huihui
|
|
|
168 |
C |
p.
|
artikel
|
| 29 |
Seismic responses, damage mechanisms and retrofitting methods for deep braced excavation: Centrifuge test and numerical analysis
|
Van Nguyen, Dong
|
|
|
168 |
C |
p.
|
artikel
|
| 30 |
Shaking table test study of nuclear power plant model considering soil-structure interaction effect
|
Zhao, Jinyi
|
|
|
168 |
C |
p.
|
artikel
|
| 31 |
Spatial coherency and amplification effects of ground motion with tunnel site based on multidimensional autoregressive model
|
Cai, Jin-Dou
|
|
|
168 |
C |
p.
|
artikel
|
| 32 |
The role of inerters when placed at floor-levels other than the first level
|
Moghimi, Gholamreza
|
|
|
168 |
C |
p.
|
artikel
|
| 33 |
8th Ishihara lecture: Holistic evaluation of liquefaction response
|
Cubrinovski, Misko
|
|
|
168 |
C |
p.
|
artikel
|
| 34 |
Three-dimensional bending and free vibration analyses of laminated cylindrical panel with/without elastic foundation using two-dimensional discrete method
|
Ye, Wenbin
|
|
|
168 |
C |
p.
|
artikel
|
| 35 |
Three-dimensional soil slope dynamic stability assessment using minimum potential energy approach
|
Sun, Jiaping
|
|
|
168 |
C |
p.
|
artikel
|
| 36 |
Vertical vibration of rigid strip footings on poroelastic soil layer of finite thickness
|
Zheng, Changjie
|
|
|
168 |
C |
p.
|
artikel
|
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