Study of Seismic Collapse Damage Based on Structural System Method

Li Yue; Shi Chun Zhao

doi:10.4028/www.scientific.net/AMR.255-260.2375

Paper Titles

Damage Analysis of High-Rise Building under Seismic Action Based on Damping Ratio Measurement
p.2355

Assessment of Seismic Capability of an Old Masonry Teaching Building
p.2360

Effect of Parameters on Equivalent Number of Cycles Using ‎Nonlinear Seismic Site Response Analysis
p.2365

Influence of Soft Interlayer in Concrete Sandwich Panel on Propagation Characteristics of Plane Explosive Wave
p.2370

Study of Seismic Collapse Damage Based on Structural System Method
p.2375

Analysis of Seismic Resistance Capability of Masonry Structure
p.2380

Topology Optimization of Bracing Systems for Multistory Steel Frames under Earthquake Loads
p.2388

Analysis of Earthquake Resistance & Seismic Isolation Capacity about Mass Concrete Equipment Foundation of Industrial Buildings
p.2394

Typical Seismic Damage Analysis and Repair Reinforcement Methods Study of Reinforced Concrete Industrial Buildings
p.2399

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 255-260Study of Seismic Collapse Damage Based on...

Study of Seismic Collapse Damage Based on Structural System Method

Abstract:

Through analysis of seismic collapse damages of buildings during Wenchuan and Yushu earthquakes, structural system method is proposed to expound the relationship between structural system and energy and to analyze their applications in the study of seismic collapse.

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Advances in Civil Engineering, CEBM 2011

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Periodical:

Advanced Materials Research (Volumes 255-260)

Pages:

2375-2379

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.255-260.2375

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Online since:

May 2011

Authors:

Li Yue, Shi Chun Zhao

Keywords:

Collapse, Damping Energy, Hysteretic Energy, Structural System Method

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References

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