Seven Mega Floor MSCSS Modal Analysis

Jun Jun Wang; Lu Lu Yi

doi:10.4028/www.scientific.net/AMM.353-356.2210

Paper Titles

Effects of Friction Force at Movable Supports on Seismic Performance of a Continuous Beam Bridge
p.2191

Research of Earthquake Resistance Performance on the Mega-Sub Controlled Structure
p.2196

State-of-the-Art of Seismic Response of Utility Tunnel
p.2202

Study on Seismic Performance of Steel Tube Filled with Steel Reinforced High-Strength Concrete Column
p.2206

Seven Mega Floor MSCSS Modal Analysis
p.2210

Shaking Table Test of Multi-Tower Self-Anchored Suspension Bridge
p.2216

Study on the Suitability of Seismic Isolation Technologies for Rural Buildings
p.2221

Research on Analysis Method of Seismic Response of Long Span Cable-Stayed Bridge
p.2228

Research on Seismic Resistance Performance of Continuous Prestressed Concrete Girder Bridge at Strong Earthquake Zone
p.2233

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 353-356Seven Mega Floor MSCSS Modal Analysis

Seven Mega Floor MSCSS Modal Analysis

Abstract:

Modal analysis is also known as dynamic analysis for mode-superposition method. In the seismic response analysis of linear structural systems, it is one of the most commonly used and the most effective ways. Through the modal analysis of building structure, we can get some basic performance parameters of the structure. These parameters can help us make qualitative judgments for the respond of a structure first, and can help us judge whether they meet demands for conceptual design. Modal analysis is also the basis of other dynamic response analysis, including dynamic time history analysis and response spectrum analysis.

You might also be interested in these eBooks

Advances in Civil and Industrial Engineering

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 353-356)

Pages:

2210-2215

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.353-356.2210

Citation:

Cite this paper

Online since:

August 2013

Authors:

Jun Jun Wang, Lu Lu Yi

Keywords:

Conceptual Design, Dynamic Time History Analysis, Modal, Mode-Superposition Method, Response Spectra Analysis

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] SAP2000, Using guide of Chinese version, Beijing, People's Traffic Press, (2006).

Google Scholar

[2] R. Krogh, j. Jin Pen compile, Guang-yuan Wang translates, Structural dynamic, Beijing, Higher Education Press, (2002).

Google Scholar

[3] Su-duo Xue, Jun Zhao, Xiang-yu Gao, compile, Seismic design of buildings, Beijing, Science Press, (2003).

Google Scholar

[4] Design specification of steel structure (GB 50017-2003), Beijing, China Plans Press, (2003).

Google Scholar

[5] Design code of building seismic (GB 50011-2010), China Building Industry Press, (2010).

Google Scholar

[6] Tao Li, Xun-an Zhang, Stochastic MSCSS structure research based on the probability density evolution method, Applied Mechanics Newspaper, 2011, 28(6): 576-582.

Google Scholar