Research on the Seismic of a Large Span Roof

Hong Wei Gao; Yong Yao; Yun Peng Chu; Dai Guo Chen

doi:10.4028/www.scientific.net/AMR.838-841.424

Paper Titles

Effect of Steel Stairs to the Overall Performance of Frame Structure
p.402

Experimental Study on Concrete Columns with Various Sizes Confined by BFRP and Hybrid FRP under Axial Compression
p.407

Seismic Resistant Capability for Different Types of Brick-Wall Buildings in Taipei Basin
p.412

Experiment and Finite Element Analysis of Partially Prestressed with Non-Bonded Fiber Reinforcement Polymer Tendon under Four Points
p.416

Research on the Seismic of a Large Span Roof
p.424

Finite Element Analysis on Seismic Performance of Beam-Column Joint of Concrete Filled Steel Tube Structure
p.428

Finite Element Structural Analysis of Lock Chamber Based on Uneven Covering Layer Foundation
p.432

Experiment on T-Shaped CFT Stub Columns with Binding Bars Subjected to Axial Compression
p.439

Sensitivity Analysis of Profiled Steel Sheet in Profiled Steel Sheet Dry Board System (PSSDB)
p.444

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 838-841Research on the Seismic of a Large Span Roof

Research on the Seismic of a Large Span Roof

Abstract:

By calculating a large span roof structures, get the intrinsic mode and real-time response of the structural under earthquake. The results showed that, the vertical acceleration response of structure is smaller than the horizontal acceleration response under EL-Centro wave and Tangshan wave. The vertical acceleration response is greater than the horizontal acceleration response under Lanzhou wave. The vertical displacement response of structure is greater than the horizontal displacement response under earthquake. Roof Destructed before the steel skeleton damage.

You might also be interested in these eBooks

Civil, Structural and Environmental Engineering

View Preview

Info:

Periodical:

Advanced Materials Research (Volumes 838-841)

Pages:

424-427

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.838-841.424

Citation:

Cite this paper

Online since:

November 2013

Authors:

Hong Wei Gao, Yong Yao, Yun Peng Chu, Dai Guo Chen

Keywords:

Modal, Span Spatial Structures, Structural Response

Export:

RIS, BibTeX

Price:

Permissions:

Request Permissions

References

[1] Bingchuan Tang, Xiaodong Ding. Large span space truss design and construction of a number of issues[J], steel construction, 21 (3), 28 ~ 32, In Chinese.

Google Scholar

[2] Meng Chen, Yongfeng Luo. large span structures rare earthquake response analysis [J]. Structural Engineers, 2005, 21 (4) : 39-43. In Chinese.

Google Scholar

[3] Meng Xiong, LI Jihong. Zhengzhou International Convention and Exhibition Center Exhibition Centre steel roof seismic calculation analysis [J]. Engineering design, 2007, 22 (102): 39-42, In Chinese.

Google Scholar

[4] Yue Yin, Xin Huang. Based on modal response under spectrum method for large span structures seismic design [J]. Li Shang Shenyang University of Technology, 2007; 26 (3) : 87-90, In Chinese.

Google Scholar

[5] Guoqiang Li, Zuyan Shen. Shanghai Pudong International Airport R2 Steel Roof model to simulate three to earthquake shaking table test [J]. BUILDING STRUCTURES, 1999, 20 (2): 18-27, In Chinese.

Google Scholar