The Researches of Landslide Stability Calculation in Earthquake Based on Time-histories Method

DOI

10.2991/icmce-14.2014.5How to use a DOI?

Keywords

Time-histories Method of Vibration Mode Decompose, Import Curve of Earthquake, Shear Beam Theory, Landslide Stability in Earthquake.

Abstract

In this paper, the vibrative theory of variable cross-section shear beam in structure dynamics was used in the analysis of landslide stability. The displacement, velocity and acceleration of the landslide were calculated with Duhamel technique in which the earthquake curve was used. This method in our paper, realized the time-histories calculation of landslide stability. Undoubtedly, our analytical method was a kind of replenish and development to the calculation and analysis of landslide stability.

Copyright

© 2014, the Authors. Published by Atlantis Press.

Open Access

This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).

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TY  - CONF
AU  - Yong SUN
AU  - Li-Min XU
AU  - Ruo-Fei SUN
PY  - 2014/12
DA  - 2014/12
TI  - The Researches of Landslide Stability Calculation in Earthquake Based on Time-histories Method
BT  - Proceedings of the 2014 International Conference on Mechanics and Civil Engineering
PB  - Atlantis Press
SP  - 21
EP  - 25
SN  - 2352-5401
UR  - https://doi.org/10.2991/icmce-14.2014.5
DO  - 10.2991/icmce-14.2014.5
ID  - SUN2014/12
ER  -