Research on Judging Key Components for Collapse of Space Structures

Tie Cheng Wang; Jian Kang; Zhi Ping Li; Hai Long Zhao

doi:10.4028/www.scientific.net/AMM.166-169.1459

Paper Titles

Experimental Research on Structure and Performance of Joints in Cold-Rolled Rectangular Hollow Sections
p.1441

Cumulative Damage Investigation of Research Status and Problem Analysis of RC Structure
p.1446

Experimental Research on Ductility and Bearing Capacity of T-Shaped Columns with HRB500 Reinforcement
p.1450

Elasticity Damage and Plastic Analyses of Masonry
p.1454

Research on Judging Key Components for Collapse of Space Structures
p.1459

Research on Fault Diagnosis Method of the Aircraft Flap System Based on Weighted Fuzzy Petri Net
p.1465

Determination of the Complex Moduli of Viscoelastic Materials by a Free-Vibration Method
p.1471

Temperature Forecasting System of Cement Decomposing Furnace Based on Grey System Theory
p.1475

Analysis of Soil Disturbance Caused by Pipe Jacking Construction
p.1480

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 166-169Research on Judging Key Components for Collapse of...

Research on Judging Key Components for Collapse of Space Structures

Abstract:

The key components of space steel frame structures which included 1-5 story respectively were judged by using energy method. It was shown in the results that besides interior and corner columns, adjacent side columns in low buildings should be paid attention to in analyzing progressive collapse. The approach of utilizing story as weight to modify importance factor of space frame structure was also proposed, and the modified importance factor complied better with collapse resistant characteristics of real buildings.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 166-169)

Pages:

1459-1464

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.166-169.1459

Citation:

Cite this paper

Online since:

May 2012

Authors:

Tie Cheng Wang, Jian Kang, Zhi Ping Li, Hai Long Zhao

Keywords:

Energy Method, Importance Factor, Progressive Collapse, Spacial Effect, Weight Modification

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] J.R. Qian, X.B. Hu, "Dynamic effect analysis of progressive collapse of multi-story steel frames" Journal of Earthquake Engineering and Engineering Vibration, Vol. 28, No.2, 8-14,2008. (in Chinese)

Google Scholar

[2] Mehrdad Sasani, Serkan Sagiroglu, "Progressive collapse resistance of Hotel San Diego", Journal of Structural Engineering, Vol. 134, No. 3, 478－488, 2008.

DOI: 10.1061/(asce)0733-9445(2008)134:3(478)

Google Scholar

[3] Brian I. Song, Halil Sezen, " Evaluation of an existing steel frame building against progressive collapse", Proceedings of 2009 Structures Congress, Austin, Texas, April 30 - May 2, 1878－1885, 2009.

DOI: 10.1061/41031(341)208

Google Scholar

[4] U.S.: Unified Facilities Criteria: Design of structures to resist progressive collapse. Department of Defense, 2005.

Google Scholar

[5] L.P. Ye, X.CH. Lin, Z. Qu, X.ZH. Lu, P. Pan, "Evaluating Method of Element Importance of Structural System Based on Generalized Structural Stiffness", Journal of Architecture and Civil Engineering, Vol. 27, No. 1, 2－6, 20, 2010.(in Chinese)

Google Scholar