Nonlinear In-Plane Deformation Mechanics of Timber Floor Diaphragms in Unreinforced Masonry Buildings-Reference-Cited by-同舟云学术

Nonlinear In-Plane Deformation Mechanics of Timber Floor Diaphragms in Unreinforced Masonry Buildings

Published:2014-04 Issue:4 Volume:140 Page:04013010
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Wilson Aaron¹,Kelly Piaras A.²,Quenneville Pierre J. H.³,Ingham Jason M.³

Affiliation:

1. Ph.D. Graduate, Dept. of Civil and Environmental Engineering, Univ. of Auckland, Private Bag 92019, Auckland Mail Centre, Auckland 1142, New Zealand (corresponding author).

2. Associate Professor, Dept. of Engineering Science, Univ. of Auckland, Private Bag 92019, Auckland Mail Centre, Auckland 1142, New Zealand.

3. Professor, Dept. of Civil and Environmental Engineering, Univ. of Auckland, Private Bag 92019, Auckland Mail Centre, Auckland 1142, New Zealand.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29EM.1943-7889.0000694

Reference16 articles.

1. ASCE. (2007). “Seismic rehabilitation of existing buildings.” ASCE/SEI 41-06 Reston VA.

2. Ceccotti A. (1995). “Timber connections under seismic actions.” Timber engineering. Step 1: Basis of design material properties structural components and joints 1st Ed. Centruum Hout Almere Netherlands.

3. Dolan D. J. (1989). “The dynamic response of timber shear walls.” Ph.D. thesis Univ. of British Columbia Vancouver Canada.

4. Reply: Monotonic and cyclic tests of timber shear walls

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