scholarly journals EFFECT OF DAMPING OF PORE WATER ON THREE DIMENSIONAL NONLINEAR SEISMIC RESPONSE ANALYSIS OF GROUND

2009 ◽  
Vol 74 (644) ◽  
pp. 1741-1749
Author(s):  
Hiroyuki YOSHIDA ◽  
Kohji TOKIMATSU ◽  
Yasushi NUKUI ◽  
Katsuichirou HIJIKATA
2012 ◽  
Vol 166-169 ◽  
pp. 2138-2142
Author(s):  
Hui Min Wang ◽  
Liang Cao ◽  
Ji Yao ◽  
Zhi Liang Wang

For the complex features in the form of a flat L-shaped reinforced concrete frame structure, the three dimensional FEM model of the structure was established in this paper, and the dynamic characteristics of the structure was analyzed, the participation equivalent mass of every mode’s order was obtained. Seismic response analysis for the structure was carried out with modal decomposition spectrum method and time history analysis method, the weak layer of the structure was pointed out and the reference for the structural design was provided.


Geosciences ◽  
2018 ◽  
Vol 8 (7) ◽  
pp. 228 ◽  
Author(s):  
Gabriele Fiorentino ◽  
Camillo Nuti ◽  
Nunziante Squeglia ◽  
Davide Lavorato ◽  
Stefano Stacul

2013 ◽  
Vol 639-640 ◽  
pp. 911-916
Author(s):  
Cui Xiang Liang

This paper is concerned with the dynamical behavior of a chaotic system which is a model for seismic response of structures. The local bifurcation of the non-hyperbolic equilibrium point of the chaotic system is investigated by using center manifold method. The transcritical bifurcation is analyzed in detail. Based on numerical simulations, spectrums of maximal Lyapunov exponent and the bifurcation diagrams are presented for the dynamic analysis. The method proposed can be used as a reference of nonlinear seismic response analysis.


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