nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
1 |
A deep learning approach for rapid detection of soil liquefaction using time–frequency images
|
Zhang, W. |
|
|
166 |
C |
p. |
artikel |
2 |
Annular fiber-reinforced elastomeric bearings for seismic isolation of lightweight structures
|
Ghorbi, Ehsan |
|
|
166 |
C |
p. |
artikel |
3 |
An optimization-based rigid block modeling approach to seismic assessment of dry-joint masonry structures subjected to settlements
|
Portioli, F.P.A. |
|
|
166 |
C |
p. |
artikel |
4 |
An updated spectral representation method coupled with generalized probability density evolution method in assessing the seismic reliability of tunnels
|
Wu, Yongxin |
|
|
166 |
C |
p. |
artikel |
5 |
A signal-processing approach to assess viscous-damper absorbing boundary conditions for dry and saturated soils in time domain dynamic problems
|
Arias-Trujillo, Juana |
|
|
166 |
C |
p. |
artikel |
6 |
A united hardening rule considering monotonic and cyclic strength degradation of clay
|
Lei, Jichao |
|
|
166 |
C |
p. |
artikel |
7 |
Calibration of a large shaking table equipment for testing geotechnical physical models under plane strain conditions
|
Di Filippo, Giuseppe |
|
|
166 |
C |
p. |
artikel |
8 |
Characteristics of dynamic shear modulus and damping ratio and the structural formula of EPS particles lightweight soil
|
Hou, Tian-shun |
|
|
166 |
C |
p. |
artikel |
9 |
Cushioned helical-piled raft systems to mitigate hazards associated with normal faulting
|
Jahanshahi Nowkandeh, Mohammadreza |
|
|
166 |
C |
p. |
artikel |
10 |
Damage evolution mechanism of loess slope under the combination of freeze-thaw cycles and earthquake
|
Yuan, Ganglie |
|
|
166 |
C |
p. |
artikel |
11 |
Data-driven zonations for modelling the regional source and propagation effects into a Ground Motion Models in Italy
|
Brunelli, Giulio |
|
|
166 |
C |
p. |
artikel |
12 |
Deep vibratory compaction simulated using a high-cycle accumulation model
|
Staubach, Patrick |
|
|
166 |
C |
p. |
artikel |
13 |
Derailment of high-speed trains moving on curved and cant rails under seismic loads
|
Ju, Shen-Haw |
|
|
166 |
C |
p. |
artikel |
14 |
Design of offshore gas pipelines against active tectonic fault movement
|
Triantafyllaki, Aikaterini |
|
|
166 |
C |
p. |
artikel |
15 |
Design procedure and seismic response of low-damage self-centering precast concrete frames
|
Li, Yadong |
|
|
166 |
C |
p. |
artikel |
16 |
Development of H-shaped hysteretic dampers for steel concentrically braced frames
|
Dursun, Süleyman Eren |
|
|
166 |
C |
p. |
artikel |
17 |
Editorial Board
|
|
|
|
166 |
C |
p. |
artikel |
18 |
Effect of the soil cover depth on the seismic response in a large-span thin-walled corrugated steel plate bridge
|
Maleska, Tomasz |
|
|
166 |
C |
p. |
artikel |
19 |
Effects of pulse-like ground motions and wavelet asymmetry on responses of cantilever retaining wall
|
Ha, Seong Jun |
|
|
166 |
C |
p. |
artikel |
20 |
Elastoplastic modelling for long-term cyclic stability of soft clays with consideration of structure damage
|
Zhang, Tao |
|
|
166 |
C |
p. |
artikel |
21 |
Equivalent linear method with complex frequency for response analyses of the ground subject to fling-step displacements
|
Wu, Shuang-Lan |
|
|
166 |
C |
p. |
artikel |
22 |
Evaluation of random-vibration procedures to estimate response spectral ordinates on soft soil sites from fourier amplitude spectra
|
Bantis, James C. |
|
|
166 |
C |
p. |
artikel |
23 |
Event-based probabilistic liquefaction hazard analysis for defining soil acceptance criteria
|
Ordaz, Mario |
|
|
166 |
C |
p. |
artikel |
24 |
Experimental study on penetration characteristics of an open-ended pile under static and dynamic driving methods
|
Lu, Jingxue |
|
|
166 |
C |
p. |
artikel |
25 |
Field measurement and evaluation of vibrations inside buildings above metro tunnels
|
Di, Honggui |
|
|
166 |
C |
p. |
artikel |
26 |
Fusing damage-sensitive features and domain adaptation towards robust damage classification in real buildings
|
Martakis, Panagiotis |
|
|
166 |
C |
p. |
artikel |
27 |
Hysteretic model of reinforced concrete bridge piers based on earthquake damage and corrosion from saline soil
|
Deng, Yihan |
|
|
166 |
C |
p. |
artikel |
28 |
Influence factors on the nonlocal parameter and scale factor in strain gradient nonlocal Biot theory
|
Ding, Haibin |
|
|
166 |
C |
p. |
artikel |
29 |
Investigation of drying and wetting effects on response of highly densified tailings to cyclic loadings: Shaking table test results
|
Alshawmar, Fahad |
|
|
166 |
C |
p. |
artikel |
30 |
Large-scale shake table testing of shallow tunnel-ground system
|
Kim, Kyungtae |
|
|
166 |
C |
p. |
artikel |
31 |
Machine learning-based seismic fragility and seismic vulnerability assessment of reinforced concrete structures
|
Kazemi, F. |
|
|
166 |
C |
p. |
artikel |
32 |
Nonlinear finite element analysis for seismic site amplification assessment of urban slopes showing surface geology and topography irregularities
|
Derghoum, Rabah |
|
|
166 |
C |
p. |
artikel |
33 |
Potential bias of conventional structural seismic fragility for bridge structures under pulse-like ground motions: Bias evaluation and strategy improvement
|
Yang, Tao |
|
|
166 |
C |
p. |
artikel |
34 |
Prediction of foundation stiffness and damping ratio under horizontal translation and rocking motion
|
de Silva, F. |
|
|
166 |
C |
p. |
artikel |
35 |
Real-time dynamic hybrid testing method for the dynamic characteristics of soil-structure interaction system
|
Fu, Xiangqiu |
|
|
166 |
C |
p. |
artikel |
36 |
Research on design and numerical simulation of self-centering prefabricated RC beam-column joint with pre-pressed disc spring devices
|
Ma, Licheng |
|
|
166 |
C |
p. |
artikel |
37 |
Resonant column and cyclic torsional shear tests on Sutlej river sand subjected to the seismicity of Himalayan and Shivalik hill ranges: A case study
|
Rohilla, Sakshi |
|
|
166 |
C |
p. |
artikel |
38 |
Response analysis of single pile embedded in saturated sand under bidirectional cyclic loading
|
Abbasi, H. |
|
|
166 |
C |
p. |
artikel |
39 |
Seismic behavior of unbonded post-tension wall with replaceable energy dissipator
|
Mi, Peng |
|
|
166 |
C |
p. |
artikel |
40 |
Seismic-induced vibration control of a multi-story building with double tuned mass dampers considering soil-structure interaction
|
Araz, Onur |
|
|
166 |
C |
p. |
artikel |
41 |
Seismic isolation effect of rubber-sand mixture cushion under different site classes based on a simplified analysis model
|
Wu, Mengtao |
|
|
166 |
C |
p. |
artikel |
42 |
Seismic performance of railway rocking hollow tall piers under near-fault ground motions
|
Nie, Leixin |
|
|
166 |
C |
p. |
artikel |
43 |
Seismic performance test research on a new type of replaceable energy-consuming joint column
|
Ye, Yanxia |
|
|
166 |
C |
p. |
artikel |
44 |
Seismic response of a shield tunnel crossing saturated sand deposits with different relative densities
|
Wu, Hong |
|
|
166 |
C |
p. |
artikel |
45 |
Site amplification prediction model of shallow bedrock sites based on machine learning models
|
Lee, Yong-Gook |
|
|
166 |
C |
p. |
artikel |
46 |
Soil-structure interaction and frequency components of near-fault records on the performance-based confidence levels of steel setback MRFs
|
Mashhadi, Sima |
|
|
166 |
C |
p. |
artikel |
47 |
Stability evaluation of circular tunnels in cohesive frictional soil under earthquake loading using the modified pseudo-dynamic approach
|
Sahoo, Jagdish Prasad |
|
|
166 |
C |
p. |
artikel |
48 |
Study on the effect of burial depth on seismic response and seismic intensity measure of underground structures
|
Xu, Zigang |
|
|
166 |
C |
p. |
artikel |
49 |
The effect of asphaltic support layers on slab track dynamics
|
Ye, Qingzhi |
|
|
166 |
C |
p. |
artikel |
50 |
The influence of cyclic preloadings on cyclic response of Zbraslav sand
|
Duque, J. |
|
|
166 |
C |
p. |
artikel |
51 |
Wave-focusing to subsurface targets using a switching time-reversal mirror
|
Koo, Seungbum |
|
|
166 |
C |
p. |
artikel |