Design Models of Light Frame Wood Buildings under Lateral Loads-Reference-Cited by-同舟云学术

Design Models of Light Frame Wood Buildings under Lateral Loads

Published:2004-08 Issue:8 Volume:130 Page:1263-1271
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Kasal B.¹,Collins M. S.²,Paevere P.³,Foliente G. C.⁴

Affiliation:

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

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

3. Research Scientist, CSIRO Manufacturing and Infrastructure Technology, PO Box 56, Highett, 3190, Australia.

4. Team Leader and Principal Research Scientist, CSIRO Manufacturing and Infrastructure Technology, PO 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%282004%29130%3A8%281263%29

Reference18 articles.

1. Andreasson S. (2000). “Three-dimensional interaction in stabilisation of multi-story timber frame building systems.” Rep. TVBK-1017 Division of Structural Engineering Lund Univ. Lund Sweden.

2. ASCE. (1999). Minimum design loads for buildings and other structures. ASCE 7-98 Reston Va.

3. Cobeen K. (1997). “Seismic design of low-rise light-frame wood buildings—State-of-the-practice and future directions.” Earthquake performance and safety of timber structures G. C. Foliente ed. Forest Products Society Madison Wis. 24–35.

4. Design of timber structures subjected to extreme loads

5. Foliente G. C. and Kasal B. eds. (2000). “Wind safety and performance of wood buildings.” Forest Products Society Publication No. 7258 Forest Products Society Madison Wis.

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