Consideration of dynamical analysis methods for stable basement spaces in front of earthquake

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Title	Consideration of dynamical analysis methods for stable basement spaces in front of earthquake
Topic:	Analysis and Desing meghods of tunnles and retaining systems	Published Year:	2001
Presentation:	Oral	Published in:	[ 5th Iranian Tunneling Conference ]
Original Language:	Persian	Full Text Size:	Not Available

Abstract of the Article

Note: English CIVILICA is in its Trial Period so Full Texts can not be provided! Persian users can download it here

Consideration of dynamical analysis methods for stable basement spaces in front of earthquake

Authors:
[ MOHAMMAD HOSSEIN SADAGHIYANI ] - Professor Assistance of Civil College of SANATI SHARIF University
[ FARZAD HABIB BEYGI ] - Geotechnical Engineering MS Degree of SANATI SHARIF University

Abstract:

In recently years, making use of basement structures especially, tunnels, as an engineering method could begin to improve. If these structures built in seismic zones, they need to control for having stability under earthquake loading. In this paper accomplish, dynamic analysis, with consider the effect of soil-structure interaction with direct solution method and with use of viscous transient borders. For getting results with enough accuracy, it needs to limit the maximum amount of element length to minimum length of wave about 0.25. In this manner, models with dimension rate of 3:1 gave accuracy results with regards to big models in the little time.

Keywords:

Dynamic Analysis, Soil-Structure Interaction, Tunnel, Transient Borders

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