Seismic Analysis of a High Rise Antique-Style Pagoda with Steel Reinforced Concrete Composite Structure

Zi Chun Zhou; Hong Gang Lei

doi:10.4028/www.scientific.net/AMM.851.733

Paper Titles

Hydrologic Analysis of Highway Bridge Crossing Tributary
p.709

Finite Element Prediction on the Post-Punching Behavior of Slab-Column Connections
p.714

Structural Strength Analysis and Measurement of Composite Laminate Using Finite Element Method and FBG Sensor
p.720

The Study on the Relationship between the Deformation of Resistance and Temperature and Rate of Ti-IF Steel
p.728

Seismic Analysis of a High Rise Antique-Style Pagoda with Steel Reinforced Concrete Composite Structure
p.733

Theoretical Analysis and Experimental Verification of the Stress Concentration Factor at the Steel Tube-Welded Hollow Sphere Connection Node
p.739

The Appraisal and Strengthening Design of a Large Adding Layer Supermarket
p.745

Reinforced Lime Concrete with FRP: An Alternative in the Restoration of Architectural Heritage
p.751

Influences of Subgrade Structure Form on Dynamic Responses of Railway Subgrade under Cyclic Loading
p.757

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vol. 851Seismic Analysis of a High Rise Antique-Style...

Seismic Analysis of a High Rise Antique-Style Pagoda with Steel Reinforced Concrete Composite Structure

Abstract:

In this paper, we analyze the dynamic and seismic performance of a high rise antique-style pagoda by using the response spectrum analysis and the time history analysis method, which are implemented in finite element software. The result of our system can provide a reference to the structural designer to ensure the structure of such architecture meets the seismic fortification requirements.

You might also be interested in these eBooks

Advanced Materials, Structures and Mechanical Engineering II

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volume 851)

Pages:

733-738

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.851.733

Citation:

Cite this paper

Online since:

August 2016

Authors:

Zi Chun Zhou, Hong Gang Lei*

Keywords:

Seismic Analysis, Vibration Mode Analysis

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

* - Corresponding Author

References

[1] Ministry of housing and urban rural development of the people's Republic of China, Seismic Design of Building (GB50011-2001), (China building industry press, Beijing, 2010).

Google Scholar

[2] J. J. Zhang, Elasto-Plastic Analysis for Tower in a High -Rise Steel Structure of Jing Chuan in Gansu Province, Taiyuan, Taiyuan University of Technology, (2012).

Google Scholar

[3] J. G. Nie, Research and application of domestic steel and concrete composite beams. Eng. Mech. 2001(sup), 182-190.

Google Scholar

[4] L. K. Herbert-Gustar, P. A. Nott. John Milne: Father of Modern Seismology. Tenterden, Kent: Paul Norbury Publications L td: 1980, 1-188.

DOI: 10.1126/science.211.4486.1038

Google Scholar

[5] J. Milne. Earthquakes and Other Earth Movements. London: Kegan Paul Trench, Trubner and Co. Ltd: 1883, 1-235.

Google Scholar

[6] R. Feng. Research on the history of Chinese seismology. Acta Seismologica Sinica, 31(5) (2009) 564-582.

Google Scholar

[7] M. J. Ma. Dynamic Load Test Analysis for Continuous Steel Bridge, Appl. Mech. Mater. l (2013) 1078-1081.

Google Scholar