Elasto-Plastic Analysis of Large Span Reticulated Shell Structure under Multi-Support Excitations

Fu Yu Bai; Jun Qing Liu; Long Li

doi:10.4028/www.scientific.net/AMR.446-449.54

Paper Titles

Soap-Free Emulsion Polymerization for New Building Sealant
p.35

Earthquake Damage Model of Concrete-Filled Rectangular Tubular Column
p.39

Seismic Performance Analysis of Transmission Tower System Based on MATLAB Numerical Calculation
p.43

Investigation on Steel Staggered-Truss System RC Slab
p.49

Elasto-Plastic Analysis of Large Span Reticulated Shell Structure under Multi-Support Excitations
p.54

Change Properties of Water Conductivity Height in Coal Roof Induced by Mining in Extra Thick Coal Seams under Influence of Complex Fissures Zone
p.59

Softening Curve of Dam Concrete by Inverse Analysis and Size Effect of Softening Curve
p.64

Nonlinear Finite Element Modeling of Concrete-Filled Circular FRP Arch Tubes under Monotonic Loading
p.69

Dynamic Characteristics of Curing Agent Modified Saline Soil in Laboratory Tests
p.73

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 446-449Elasto-Plastic Analysis of Large Span Reticulated...

Elasto-Plastic Analysis of Large Span Reticulated Shell Structure under Multi-Support Excitations

Abstract:

It established Multi-Support excitations time history analysis model Based on large quality method. It took large span reticulated shell for example, chose EL-centro wave to carry on the spectrum analysis and time history analysis with direct integral method, studied the deformation capacity and destruction features of structure under rare earthquake of magnitude of 8, and put forward the seismic performance’s related measures and suggestions in elasto-plastic analysis of the large span reticulated shell under multi-support excitations for the actual engineering reference in design.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Advanced Materials Research (Volumes 446-449)

Pages:

54-58

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.446-449.54

Citation:

Cite this paper

Online since:

January 2012

Authors:

Fu Yu Bai, Jun Qing Liu, Long Li

Keywords:

Elasto-Plastic, Large Span Reticulated Shell Structure, Multi-Support Excitations

Export:

RIS, BibTeX

Price:

Permissions:

Request Permissions

References

[1] BAI Feng-long LI Hong-nan Seismic response analysis of large span spatial truss structure under multi-support excitations. Mechanics 2010.7

Google Scholar

[2] Yan Xiaoming Chen Zhiqiang Jun Biao imitation Wang Chuanjia Wang Qingyang Zhang Jin Wang Xiuxi Redevelop research on the elastic-plastic time-history analysis methods [J] Shenzhen architecture and civil engineering

Google Scholar

[3] Fan Ke, Experiment research and Theoretical Analysis on Muti-support and Multi-dimensional Earthquake of large span structures [D] Beijing University of Technology (2008)

Google Scholar

[4] WANG Xu, SHAO Xin-gang, Research on seismic response analysis of steel frames[J] Journal of Hebei University of Engineering(Natural Science Edition) 2009(01)100-101.

Google Scholar

[5] Sun Jian-mei, Research on Seismic Behayior and Analysis Method of Large Span Space Structures under Multiple Support Excitations [D]: Southeast University (2005)

Google Scholar

[6] YANG Yang, ZHI Xu-dong, FAN Feng, SHEN Shi-zhao, Dynamic Strength Failure of Schwedler Latticed Shells [J].Journal of Northeastern University (Natural science edition) 2007 (01)125-128

Google Scholar

[7] Cao Zhenggang, Fan Feng, Shen Shizhao.Elasto-plastic stability of k8 single-large latticed domes [J].Industrial construction 2007(04) 69-72.

Google Scholar

[8] Ding Yang, Lin Wei, LI Zhong-xian, Non-stationary random seismic analysis of large-span spatial structures under multi-support and multi-dimensional earthquake excitations [J].Engineering mechanics, 2007(03)97-103.

Google Scholar