The Analysis of Large Space Shear Wall Structure under Wind Load Force

Li Jian Zhou; Ming Kang Shan; Jin Zhou He; Yuan Gang Fan

doi:10.4028/www.scientific.net/AMR.549.830

Paper Titles

The Engine Connecting Rod Strength Evaluation and Fatigue Analysis
p.812

Vibration Suppression of Manipulator with Multiple-Mode Negative
p.816

A Creative Anti-Collision Guardrail Structure Design for Heavy Vehicle
p.821

The Higher Order Asymptotic Crack-Tip Field for Reissner’s Linear Functionally Graded Shell
p.826

The Analysis of Large Space Shear Wall Structure under Wind Load Force
p.830

An Investigation of Tooth Wear Diagnosis of Gear Based on Process Systems Modeling
p.834

Cutting Test Research for Coated Carbide Cutting Tools
p.839

Summary of Vehicle Suspension Vibration Systems Control Technology Research
p.843

Vibration Modal Analysis and Structural Optimal Design of Car Rear-View Mirror Based on ANSYS
p.848

HomeAdvanced Materials ResearchAdvanced Materials Research Vol. 549The Analysis of Large Space Shear Wall Structure...

The Analysis of Large Space Shear Wall Structure under Wind Load Force

Abstract:

This paper established three-dimensional calculation model of three large space shear wall structures of different thickness,using finite element software ANSYS to analyze the wind loads and vertical loads of the internal force. And analyze the displacement, internal force distribution pattern. Under the wind loads and vertical loads of three different thickness wall of the large space wall structure.

You might also be interested in these eBooks

Chemical Engineering and Material Properties II

View Preview

Info:

Periodical:

Advanced Materials Research (Volume 549)

Pages:

830-833

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.549.830

Citation:

Cite this paper

Online since:

July 2012

Authors:

Li Jian Zhou, Ming Kang Shan, Jin Zhou He, Yuan Gang Fan

Keywords:

Combined Effect, Displacement, Internal Force, Large Space Shear Wall

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] Rujing Chen. Cast reinforced concrete beam floor system analysis [D]. Wuhan: Wuhan University of Technology, Vol. 2002(in chinese).

Google Scholar

[2] Nan Xiao, Shilin Dong, Large span to jump VIERENDEEL grid the simplified analysis method [J]. Journal of Building Structures, Vol. 2002, 4: 32~36(in chinese).

Google Scholar

[3] Shihua Bao. High-level design of building structures [M]. Beijing: Tsinghua University Press, Vol. 1989, 8: 217~245(in chinese).

Google Scholar

[4] Xinhua Liu, Liu Xian-feng etc. Residential structure of the large bay system development overview [J]. Liaoning Institute of Technology, Vol. 2000, 20(3) : 50~52(in chinese).

Google Scholar

[5] Xubing Shao. Residential shear walls of the large space plane carrying capacity [D]. Nanjing: Journal of Hohai University, Vol. 2005(in chinese).

Google Scholar

[6] Yufeng Wu, Dejian Shen. Review of the large span space structure of new type [J]. Construction technology development, Vol. 2002, 8: 35~45(in chinese).

Google Scholar

[7] Huaxin Liu. Large bay reinforced concrete thin-walled structural analysis and design of shear wall residential energy conservation [D]. Dalian: Dalian University of Technology, Vol. 2001(in chinese).

Google Scholar

[8] Shaogang Liu. Stress analysis of large space, small high-rise shear wall structure[D]. Nanjing: Journal of Hohai University, Vol. 2007(in chinese).

Google Scholar

[9] Shizhao Shen. Span space structure of theoretical research and engineering practice [J]. China Engineering Science, Vol. 2002, 3: 52 ~ 59(in chinese).

Google Scholar

[10] Lingyun Yan. The lateral force resisting features and simplify the calculation of the staggered truss structural system [J]. Building structure, Vol. 2002, 2: 34 ~ 36(in chinese).

Google Scholar