Seismic Analysis of the Single-Layered Cylindrical Grid Shell

Cheng Shen; Cheng Wei Huang; Yong Lin Gao

doi:10.4028/www.scientific.net/AMM.166-169.2159

Paper Titles

Lateral Seismic Action on Gravity Retaining Wall along the Height
p.2132

Seismic Response Analysis on Flat L-Shaped Frame Structure Based on FEM
p.2138

Seismic Strengthening Technology and Durability Analysis of Ancient Masonry Pagodas
p.2143

Earth-Rock Dam’s Seismic Vulnerability Analysis of Mianyang City in the Wenchuan M_s8.0 Earthquake
p.2151

Seismic Analysis of the Single-Layered Cylindrical Grid Shell
p.2159

Study on Seismic Performance of Reinforced Concrete Masonry High-Rise Building
p.2164

Seismic Response Analysis of Subway Station in Tianjin Soft Soil Area
p.2171

The Research on Hysteretic Energy in the Equivalent System Schemes between Multi Degree of Freedom System and Single Degree of Freedom System
p.2177

Analysis of Seismic Factors to Tunnels in the Earthquake
p.2182

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 166-169Seismic Analysis of the Single-Layered Cylindrical...

Seismic Analysis of the Single-Layered Cylindrical Grid Shell

Abstract:

Among the long-span spatial structures, the grid shell has many advantages compared to the other spatial structures.Because of the combination of the reasonableness of mechanics and the economy production,and characteristics of the light-duty and the mature design methods,this structure has more wider application than the others.At present,the static stability problem of spatial grid shell structure has been well solved,but the research about dynamic properties and seismic performance is imperfect,especially about single-layered cylindrical grid shell.So this paper does some research about the seismic performance on the base of numerical analysis.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 166-169)

Pages:

2159-2163

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.166-169.2159

Citation:

Cite this paper

Online since:

May 2012

Authors:

Cheng Shen*, Cheng Wei Huang, Yong Lin Gao

Keywords:

Cylindrical Grid Shell, Dynamic Peculiarity, Seismic Response

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

* - Corresponding Author

References

[1] Chengwei Huang.Form-Finding and Tension control of Cable Dome Structure.IASS-IACM 2000 the fourth international conference proceedings of space structure calculation .Greece.(In Chinese)

Google Scholar

[2] Zuyan Shen,Yangji Chen.Grid and reticulated shell[M].Shang Hai;Tongji University Press,1991.(In Chinese)

Google Scholar

[3] R.W. Clough,J.Penzien.Dynamics of Structures.Science Press,1981.

Google Scholar

[4] Deyu Yin,Shanwei Liu,Ruojun Qian.Design of reticulated shells.China Architecture and Building Press.1996.(In Chinese)

Google Scholar

[5] GB50011-2010.Code for seismic design of building.China Architecture and Building Press,2010.(In Chinese)

Google Scholar