Damage Mechanism of Yiliang Earthquake on September 7, 2012

Zhuo Lin; Ming Tian; Dong Bai Chen; Chun Feng Li

doi:10.4028/www.scientific.net/AMM.580-583.1426

Paper Titles

The Example Analysis of the Transfer Stations of Subway
p.1402

Subway Station Group Decision and Evaluation of Fire Emergency
p.1408

Based on Effect Coefficient Method of Metro Tunnel Collapse Risk Evaluation Model and its Application
p.1412

Application of FEM Strength Reduction Dynamic Analysis in the Seismic Design of Reinforced Earth-Retaining Wall with Geo-Grid
p.1419

Damage Mechanism of Yiliang Earthquake on September 7, 2012
p.1426

Deformation and Energy-Based Seismic Damage Evaluation of Steel Reinforced Concrete and Reinforced Concrete Piers
p.1430

Experimental Study on Dynamic Mechanical Properties of Galvanized Iron Wire under Seismic Strain Rate
p.1435

Peak Story Drift of a Building Structure Subjected to Earthquakes
p.1439

Research Advances in Seismic Behaviors of Shear Wall with Opening
p.1443

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 580-583Damage Mechanism of Yiliang Earthquake on...

Damage Mechanism of Yiliang Earthquake on September 7, 2012

Abstract:

According to the analysis of the structure, topography, earthquake sequence, and earthquake hazards in September 2012 earthquake of Yiliang County, Yunnan Province, the mechanism of the earthquake damage is given. The low-cycle fatigue, shallow source, topography, population density, seismic capacity of the structure and seismic awareness of the residents is the main damage factor. This research provides a reference to the seismic design of analogous regions.