Three-Dimensional Model of Light Frame Wood Buildings. II: Experimental Investigation and Validation of Analytical Model-Reference-Cited by-同舟云学术

Three-Dimensional Model of Light Frame Wood Buildings. II: Experimental Investigation and Validation of Analytical Model

Published:2005-04 Issue:4 Volume:131 Page:684-692
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Collins M.¹²³⁴,Kasal B.¹²³⁴,Paevere P.¹²³⁴,Foliente G. C.¹²³⁴

Affiliation:

1. Graduate Student, Dept. of Civil Engineering, North Carolina State Univ., Raleigh, NC 27695-8005.

2. Professor, Dept. of Wood and Paper Science, North Carolina State Univ., Raleigh, NC 27695-8005.

3. Senior Research Scientist, CSIRO Manufacturing and Infrastructure Technology, P.O. Box 56, Highett 3190, Australia.

4. Team Leader and Principal Research Scientist, CSIRO Manufacturing and Infrastructure Technology, P.O. Box 56, Highett 3190, Australia;

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%282005%29131%3A4%28684%29

Reference7 articles.

1. Three-Dimensional Model of Light Frame Wood Buildings. I: Model Description

2. Seismic Testing of Two-Story Woodframe House: Influence of Wall Finish Materials

3. International Standards Organization (ISO. (2000). “Timber structures-joints made with mechanical fasteners–Quasi-static reversed-cyclic test method.” ISO/WD 16670.3 Working Draft of ISO TC 165/SC/WG7 Geneva Switzerland.

4. Design Models of Light Frame Wood Buildings under Lateral Loads

5. Krawinkler H. Parisi F. Ibarra L. Ayoub A. and Medina R. (2001). “Development of a testing protocol for woodframe structures.” CUREE Publ. No. W-02 CUREE Richmond Calif.

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