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                             13 gevonden resultaten
nr titel auteur tijdschrift jaar jaarg. afl. pagina('s) type
1 A simulation-based nonlinear site amplification model for ground-motion prediction equations in Japan Hou, Ruibin

20 4 p. 843-862
artikel
2 Conventional vs. modified pseudo-dynamic seismic analyses in the shallow strip footing bearing capacity problem Soufi, Ghazal Rezaie

20 4 p. 993-1006
artikel
3 Effect of the spectral shape of ground motion records on the collapse fragility assessment of degrading SDOF systems Norouzi, Amin

20 4 p. 925-941
artikel
4 Experimental p-y curves for liquefied soils from centrifuge tests Dash, Suresh R.

20 4 p. 863-876
artikel
5 High-frequency interference waves in low strain dynamic testing of X-section concrete piles Qu, Liming

20 4 p. 877-885
artikel
6 Longitudinal integral response deformation method for the seismic analysis of a tunnel structure Liu, Jingbo

20 4 p. 887-904
artikel
7 Optimal design and effectiveness evaluation for inerter-based devices on mitigating seismic responses of base isolated structures Li, Yafeng

20 4 p. 1021-1032
artikel
8 Performance of rectangular closed diaphragm walls in gently sloping liquefiable deposits subjected to different earthquake ground motions Zhang, Jianlei

20 4 p. 905-923
artikel
9 Random stability for lateral vibration on footbridge based on IEVIE-PDE method Jia, Buyu

20 4 p. 981-992
artikel
10 Reduction of peak ground velocity by nonlinear soil response — II: excitation by a P-wave pulse Gičev, Vlado

20 4 p. 823-841
artikel
11 Research on the evolution law of permafrost under the influence of urbanization based on remote sensing technology Gao, Kai

20 4 p. 1007-1019
artikel
12 Seismic performance evaluation of a self-centering precast reinforced concrete frame structure Mao, Chenxi

20 4 p. 943-968
artikel
13 Theoretical analysis and experimental study on the dynamic behavior of a valve pipeline system during an earthquake Xue, Ruiyuan

20 4 p. 969-979
artikel
                             13 gevonden resultaten
 
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