Numerical Analysis of Free Field under Horizontal Seismic Excitations: Fid-Bau Portal

Fachinformationsdienst BAUdigital

A platform for research: civil engineering, architecture and urbanism

Numerical Analysis of Free Field under Horizontal Seismic Excitations

Chen, Shou-Long / Cui, Chun-Yi / Wang, Zhong-Tao

Based on Newmark-β gradual integration method and elastic-plastic mechanical theory, numerical analyses of the effects of soft soil depth and thickness on the characteristics of seismic response of free bank field with soft soil layers are conducted by using finite element program Midas/GTS. The numerical results show that the high frequency components of seismic excitations can be filtered and the low frequency components are amplified correspondingly when seismic waves are transmitted through the free bank field from the bedrock.

Access

Check availability in my library

Order at Subito €

Page navigation

Document information

Export, share and cite

Numerical Analysis of Free Field under Horizontal Seismic Excitations

Chen, Shou-Long / Cui, Chun-Yi / Wang, Zhong-Tao

Based on Newmark-β gradual integration method and elastic-plastic mechanical theory, numerical analyses of the effects of soft soil depth and thickness on the characteristics of seismic response of free bank field with soft soil layers are conducted by using finite element program Midas/GTS. The numerical results show that the high frequency components of seismic excitations can be filtered and the low frequency components are amplified correspondingly when seismic waves are transmitted through the free bank field from the bedrock.

Numerical Analysis of Free Field under Horizontal Seismic Excitations

Chen, Shou-Long / Cui, Chun-Yi / Wang, Zhong-Tao

Based on Newmark-β gradual integration method and elastic-plastic mechanical theory, numerical analyses of the effects of soft soil depth and thickness on the characteristics of seismic response of free bank field with soft soil layers are conducted by using finite element program Midas/GTS. The numerical results show that the high frequency components of seismic excitations can be filtered and the low frequency components are amplified correspondingly when seismic waves are transmitted through the free bank field from the bedrock.

Access

Check availability in my library

Order at Subito €

Page navigation

Document information

Export, share and cite

Document information

Title:

Numerical Analysis of Free Field under Horizontal Seismic Excitations

Contributors:

Chen, Shou-Long (author) / Cui, Chun-Yi (author) / Wang, Zhong-Tao (author)

Published in:

CEABM, International Conference on Civil Engineering, Architecture and Building Materials, 2 ; 2005-2008

Applied Mechanics and Materials ; 166-169

Publication date:

2012

Size:

4 Seiten

ISSN:

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.166-169.2005

Type of media:

Conference paper

Type of material:

Print

Language:

English

Keywords:

numerische Analysis , weicher Boden , Finite-Elemente-Methode , seismische Welle , Kunststoff

Similar titles

Numerical Analysis of Free Field under Horizontal Seismic Excitations

Chen, S.L. / Cui, C.Y. / Wang, Z.T. | British Library Conference Proceedings | 2012

Soil Structure Interaction under Seismic Excitations

Yong, Y. / Yu, J. / Zhang, R. C. et al. | British Library Conference Proceedings | 1994

Dynamic Analysis of the Piled Embankment under Seismic Excitations

Zhang, Shi-Ping / Cui, Chun-Yi / Wang, Zhong-Tao | Tema Archive | 2012

Dynamic Analysis of the Piled Embankment under Seismic Excitations

Zhang, Shi Ping ;Cui, Chun Yi ;Wang, Zhong Tao | Trans Tech Publications | 2012

Field experiments and numerical analysis on the ground vibration isolation of wave impeding block under horizontal and rocking coupled excitations

Gao, Guangyun / Zhang, Qiwei / Chen, Juan et al. | British Library Online Contents | 2018