The Pushover Analysis of R.C Frames Based on SAP2000

Jing Li; Xing Hua Yu

doi:10.4028/www.scientific.net/AMR.594-597.812

Paper Titles

A Displacement-Based Optimal Design Method of RC Frames Subjected to Minor Earthquakes
p.795

The Nature Frequency of Point-Fixed Glass Facades and the Influencing Factors Study
p.800

Temperature Sensitivity Analysis of Massive Concrete Mixing with Slag Powder and Fly Ash
p.804

Finite Element Analysis on the Steel Transmission Pole
p.808

The Pushover Analysis of R.C Frames Based on SAP2000
p.812

Study on Mechanical Properties of Iron Wire Cement Mortar
p.816

Split Rigidity Method for Analysis of Three-Way Double-Layer Space Grids Structure
p.820

Analysis of Failure Mode and Ultimate Bearing Capacity of Steel Truss Coupling Beam
p.824

A New Method to Estimate Ductility of L-Shaped CFT Columns with Binding Bars under Axial Compression
p.828

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 594-597The Pushover Analysis of R.C Frames Based on...

The Pushover Analysis of R.C Frames Based on SAP2000

Abstract:

The pushover analysis had been done for a R.C frame model, vertex displacement、base shear 、 appear order and development situation of plastic hinges of the model had been get in different steps of pushover analysis, The pictures of basal shear-vertex displacement and response spectrum displacement-accelerated speed had been studied. The analysis results show that ,the R.C frame model correspond with the seismic design principle of stronger column weaker beam ’,and meet the seismic requirements of the first stage and the calculating resistance to collapse of the second stage.

You might also be interested in these eBooks

Advances in Industrial and Civil Engineering

View Preview

Info:

Periodical:

Advanced Materials Research (Volumes 594-597)

Pages:

812-815

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.594-597.812

Citation:

Cite this paper

Online since:

November 2012

Authors:

Jing Li, Xing Hua Yu

Keywords:

Pushover, Pushover Analysis, R.C Frames

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] Civil King Software Technology Ltd., China Institute of Building Standard Design and Research. The Chinese Version User Manual of SAP2000 [M]. 2006，China Communications Press, In Chinese.

Google Scholar

[2] Xinling Wang. Theoretical and Experimental Studies on New Chevron Bracing Compound Structures [D]. Doctoral Dissertation of Southeast University.2006, In Chinese.

Google Scholar

[3] GB50011-2001 Code for seismic design of buildings [S], In Chinese.

Google Scholar