Study of Ultimate Displacement of Timber Structures in Chinese Ancient Buildings

Ming Gang Xu; Zhuo Wei Ding

doi:10.4028/www.scientific.net/AMM.580-583.1759

Paper Titles

Study of Intake Tower under an Earthquake Using the Power Spectral Method Based on ANSYS
p.1742

Studies on Seismic Measures to Improve Masonry Infilled Wall
p.1746

A Suggestion to the Vertical Earthquake Action Stipulated in Seismic Design Specification
p.1750

Seismic Response Analysis for Assembled Precast Concrete Residence
p.1755

Study of Ultimate Displacement of Timber Structures in Chinese Ancient Buildings
p.1759

Expected Annual Earthquake Loss Analysis Based on CMR of Structures
p.1763

Earthquake Mitigation Effect Analysis of Hysteretie DamPers in Steel Frame
p.1767

Analysis of Earthquake Damages and Seismic Reinforcement of Bridges
p.1771

Research on Shaking Table Test of Base and Story Isolation Structures
p.1776

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 580-583Study of Ultimate Displacement of Timber...

Study of Ultimate Displacement of Timber Structures in Chinese Ancient Buildings

Abstract:

The available methods to determine the ultimate displacement of the building structures have been put forward, and the disadvantages of the methods are analyzed. According to the seismic design theory based on displacement of structures and reinforcement standard of Chinese ancient architecture, which refers to the modern structural engineering requirements, the ultimate displacement of the timber structure on Chinese ancient buildings, which is under the obvious P-∆ second-order effects, has been studied. The ultimate displacement and the drift ratio limit value of different axial compression ratio are determined by the experiments and Theoretical calculation. The results of the study of ultimate displacement can provide the technical support for the rehabilitation of the ancient timber buildings.

You might also be interested in these eBooks

Advances in Civil and Industrial Engineering IV

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 580-583)

Pages:

1759-1762

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.580-583.1759

Citation:

Cite this paper

Online since:

July 2014

Authors:

Ming Gang Xu*, Zhuo Wei Ding

Keywords:

Axial Compression Ratio, Chinese Ancient Buildings, Seismic Design, Tenon-Mortise Joints, Timber Structures, Ultimate Displacement

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

* - Corresponding Author

References

[1] T. Nakagawa, M. Ohta. simulations of two-story frame models [J]. J Wood Sci，(2003).

Google Scholar

[2] T. Nakagawa, M. Ohta. simplification and quantification of the calculating method [J]. J Wood Sci., (2003).

Google Scholar

[3] Seo J.M., Choi, I.K., Lee J.R. Static and cyclic behavior of wooden frames with tenonjoints under lateral load [J]. J. Struct. Engrg., ASCE, (1999).

Google Scholar

[4] William M. Bulleit, L. Bogue Sandberg, Matthew W. Drewek, Tonia L. O'Bryant. Behavior and modeling of wood-pegged timber frames[J].J. Struct. Engrg., ASCE, (1999).

DOI: 10.1061/(asce)0733-9445(1999)125:1(3)

Google Scholar

[5] Bengtsson Charlotte, Kemmsies Martin, Johansson Carl-Johan. Production control methods for glued-in rods for timber structures. Proceedings, World Conference on Timber Engineering. Whistler Resort British Columbia , Canada. (2000).

Google Scholar

[6] Kangas Jorma. Design of connection based on V-form glued-in rods. Proceedings, World Conference on Timber Engineering. Whistler Resort BritishColumbia , Canada. (2000).

Google Scholar

[7] Andrew H Buchanan, Peter J Moss, P kevis Townsend. Reinforced bars epoxy bonded in Glue Laminated Timber. 1990 International Timber Engineering conference, Tokyo，(1990).

Google Scholar

[8] Lawrence a. Loltis robert J. Ross daniel F. Windorski. Fiberglass-reinforced Bolted Wood Connections. Forest Products Journal, (1998).

Google Scholar