Analysis on Self-Centering Capacity of Prefabricated Frame Joints

Yun Zou; Hui Lin; Wei Qiang Ma

doi:10.4028/www.scientific.net/AMM.580-583.1471

Paper Titles

Response Modification Factor for Y-Eccentric-Braced Steel Frame Structures Designed Based on Chinese Code
p.1449

Seismic Performance of the Reinforced Concrete Frame Structures with Infilled Walls of Different Configuration
p.1458

Shaking Table Test Analysis of Bottom-Business Multi-Story Masonry Structure in Small and Middle Towns in the Southward
p.1463

Shaking Table Test of Reinforced Concrete Frame-Wall Model
p.1467

Analysis on Self-Centering Capacity of Prefabricated Frame Joints
p.1471

The Effect of Damping on Seismic Performance of Steel Frame
p.1477

The Influence Analysis of Mechanical Behavior between Pile and Soil on End Bearing Pile Foundation’s Dynamic Characteristic
p.1481

The Present Situation of Rural Housing and the Seismic Performance Analysis
p.1486

Geotechnical Seismic Isolation System - Further Experimental Study
p.1490

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 580-583Analysis on Self-Centering Capacity of...

Analysis on Self-Centering Capacity of Prefabricated Frame Joints

Abstract:

In order to research the self-centering capacity of prefabricated frame joints, this paper designed analysis models of prefabricated frame joint with the finite element software ABAQUS, contrastively analyzed seismic behavior of joint applied pretention and joint without pretention. Joint applied pretention is found to have better self-centering capacity. Then the paper calculated and analyzed the factors of stretching control stress, number of post-tensioned steel. The results show that number of post-tensioned steel has a greater influence on the seismic behavior of the structure, and the stretching control stress has influence in a certain range. The results have some degree of guiding significance for the popularization of prefabricated frame.

You might also be interested in these eBooks

Advances in Civil and Industrial Engineering IV

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 580-583)

Pages:

1471-1476

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.580-583.1471

Citation:

Cite this paper

Online since:

July 2014

Authors:

Yun Zou*, Hui Lin, Wei Qiang Ma

Keywords:

Finite Element Analysis (FEA), Prefabricated Frame Joints, Seismic Behavior, Self-Centering

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

* - Corresponding Author

References

[1] Weichen XUE: Research progress and application of precast concrete frame structure system[J](In Chinese). Industrial Building. 2002, 32(11): 47-50.

Google Scholar

[2] Lieping YE, Xuchuan LIN, Xunliu WANG: Self-centering performance and seismic performance of prestressed concrete structures[C](IN CHINESE). Development of green technology, construction managing structure , academic of the 14th national conference on concrete and prestressed concrete. (2007).

Google Scholar

[3] Zhenhua PAN: Research on self-centering capacity of steel frame system[D](IN CHINESE). Tsinghua University. (2010).

Google Scholar

[4] Zhenhua PAN, Peng PAN, Lieping YE: Finite element simulation and parameter analysis on self-centering capacity of steel frame joint. [J](IN CHINESE). Journal of building structures. 2011, 32(3): 35-42.

Google Scholar

[5] Zhenhua PAN, Peng PAN, Fawei QIU: Research on self-centering capacity of steel frame system[J](IN CHINESE). China Civil Engineering Journal. 2010, 1(43): 403-410.

Google Scholar

[6] Xiaoning CAI, Shaoping MENG, Weiwei SUN: Experimental research on self-centering frame side joint's seismic performance[J](IN CHINESE). China Civil Engineering Journal. 2012, 45(12): 29-37.

Google Scholar