Finite Element Analysis of Staircase under Earthquake Action

Qi Wang Su

doi:10.4028/www.scientific.net/AMR.163-167.2964

Paper Titles

Steel Bar Corrosion Monitoring by Potentiostatic Pulse Method
p.2941

All-Solid-State Reference Electrode Based on Polymer Composites for Corrosion Monitoring of Steel in Concrete
p.2945

Performance Analysis of Fire-Resistant H-Beam Steel
p.2949

The Stress and Strain Concentrations in Curved Beams of Finite Thickness with End Moments
p.2953

Finite Element Analysis of Staircase under Earthquake Action
p.2964

Experimental Study about the Performance of the Piezoelectric Friction Damper
p.2969

Experimental Study of Buckling-Restrained Brace System with Pall-Typed Frictional Damper
p.2973

Numerical Analysis and Performance Test of Bidirectional Piezoelectric Control Device
p.2977

Static Finite Element Model Updating for Special-Shaped Bridge Based on Uniform Design Method
p.2983

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 163-167Finite Element Analysis of Staircase under...

Finite Element Analysis of Staircase under Earthquake Action

Abstract:

The stair is the vertical transport hinge among stories, it becomes a very important component. the stair is seriously damaged in Wenchuan earthquake, and it failed to perform the role for person escaping in case of emergency. a reinforced concrete frame structure with plate stairs as an example, the finite analysis is used. Calculation result shows that plate stairs have a great influence on earthquake resistant behavior of the structure. Designing without the plate staircase in consideration would lead to structural weakness in some columns and cause seriously damage under earthquake and affect the safety of structure.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Advanced Materials Research (Volumes 163-167)

Pages:

2964-2968

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.163-167.2964

Citation:

Cite this paper

Online since:

December 2010

Authors:

Qi Wang Su

Keywords:

Internal Force, Plate Stair, Seismic, Stair Damage, Wenchuan Earthquake

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] Li Xiao, Zhao shichun: Analysis of seismic damage of engineering structures in wenchuan earthquake (Southwest Jiaotong University Press, China 2008).

Google Scholar

[2] Qiwang Su, Hongru Cai , Li Li: submitted to Journal of Sichuan Building Science (2008).

Google Scholar

[3] Tsinghua University, Southwest Jiaotong University, Beijing Jiaotong University: The Analysis Report of Building Earthquake damaged and Retrofit (2008).

Google Scholar

[4] National Standard of the People's Republic of China: Code for design of masonry structures(China Architecture & Building Press, China 2002).

Google Scholar

[5] National Standard of the People's Republic of China: Code for design of concrete structures(China Architecture & Building Press, China 2002).

Google Scholar

[6] National Standard of the People's Republic of China: Code for seismic design of buildings (China Architecture & Building Press, China 2008).

Google Scholar

[7] National Standard of the People's Republic of China: Standard for seismic appraiser of building (China Architecture & Building Press, China 2009).

Google Scholar

[8] Farzad Naeim, Zhongzhi Shi: The seismic design handbook (The Netherlands as a part of Springer Science +Business Media, Netherlands 2001).

Google Scholar

[9] Ray Clough，Joseph Penzien: Dynamics of structures(Computers and Structures, Inc, USA1995).

Google Scholar