Modeling Laterally Loaded Light‐Frame Buildings

Author:

Schmidt Richard J.,Moody Russell C.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference54 articles.

1. Aune P. and Patton‐Mallory M. (1986). “Lateral load‐bearing capacity of nailed joints based on the yield theory‐experimental verification.” Res. Pap. FPL 470 U.S. Department of Agriculture Forest Service Forest Products Laboratory Madison Wis.

2. Boughton G. N. (1982). “Simulated wind test on a house: Part 2—Results.” Tech. Rep. No. 14 James Cook Cyclone Testing Station Townsville Queensland Australia.

3. Boughton G. N. and Reardon G. F. (1982). “Simulated wind tests on a house: Part 1—Description.” Tech. Rep. No. 12 James Cook Cyclone Testing Station Townsville Queensland Australia.

4. Boughton G. N. and Reardon G. F. (1983). “Testing a high‐set house designed for 42‐m/s winds: Part 1—Preliminary results.” Tech. Rep. No. 19 James Cook Cyclone Testing Station Townsville Queensland Australia.

5. Boughton G. N. and Reardon G. F. (1984). “Simulated wind tests on the Tongan hurricane house.” Tech. Rep. No. 23 James Cook Cyclone Structural Testing Station Townsville Queensland Australia.

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