Seismic Analysis on Single-Storey Industrial Buildings with Roof of Saddle Plate in Different Span

Abstract:

At present, although the saddle plate is widely used in roof structures of single-storey industrial buildings, the seismic analysis on single-storey industrial buildings with roof of saddle plate in different span is rare. In this paper, we study the structure’s response to the frequent earthquakes and rare earthquakes by ANSYS software. We also discuss the influence on vibration characteristics and the seismic response caused by the change of saddle plate’s span. We draw the conclusion that with the increase of the span, the natural vibration period of the structure, the displacement on the top of columns and the shear force at the bottom of columns increase; but the increase rate decreases with the increase of the span. The conclusions will give a reference to the seismic design of single-storey industrial buildings with saddle plates.

• Periodical: Applied Mechanics and Materials (Volumes 193-194)
• Pages: 1270-1277
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.193-194.1270
• Online since: August 2012
• Authors: Yu Wei Dai, Jian Guo Ding, Chun Xing Wang, Guo Ping Zhang, Lin Chen
• Keywords: Frequent Earthquakes, Natural Vibration Period, Rare Earthquakes, Saddle Plate, Single-Storey Industrial Buildings

References

[1] Pan Chuan-lin, Lu Zong-yan,Wang Ying-l: submitted to Building Structure(1994).

[2] Zhang Yong，Ding Jian-guo，Chen Xi-ping: submitted to Shangxi Architecture(2007).

[3] Liu Zhong-fu, Zhang Yong, Dong Tai-ping: submitted to Shanxi Architecture(2009).

[4] Liang Bi-yun，Ding Jian-guo: submitted to Earthquake Resistant Engineering and Retrofitting (2011).

[5] Li Wei-ming,Yang Hong-yi:The Case Analyses of Engineering Structures By ANSYS Software (Chemical Industry Press, Beijing 2007).

[6] Li Li-ming: Practical Tutorial of ANSYS Finite Element Analysis (Tsinghua University Press, Beijing 2005).