Hysteretic Characteristics of Wood-Frame Structures Under Seismic Motions
<p>In order to develop seismic codes that can effectively mitigate damage to wood-frame construction under seismic activity, the dynamic characteristics of wood-frame buildings must be well understood. Funding of full-scale structure experimental tests can be costly and may not be a true repli...
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https://thesis.library.caltech.edu/1851/2/02Acknowledgements.pdf
https://thesis.library.caltech.edu/1851/3/03Abstract.pdf
https://thesis.library.caltech.edu/1851/4/04TableofContents.pdf
https://thesis.library.caltech.edu/1851/5/05ListofFigures.pdf
https://thesis.library.caltech.edu/1851/6/06ListofTables.pdf
https://thesis.library.caltech.edu/1851/7/07Chapter1.pdf
https://thesis.library.caltech.edu/1851/8/08Chapter2.pdf
https://thesis.library.caltech.edu/1851/9/09Chapter3.pdf
https://thesis.library.caltech.edu/1851/10/10Chapter4.pdf
https://thesis.library.caltech.edu/1851/11/11Chapter5.pdf
https://thesis.library.caltech.edu/1851/12/12Chapter6.pdf
https://thesis.library.caltech.edu/1851/13/13Chapter7.pdf
https://thesis.library.caltech.edu/1851/14/14References.pdf
Sutoyo, Daniel (2009) Hysteretic Characteristics of Wood-Frame Structures Under Seismic Motions. Dissertation (Ph.D.), California Institute of Technology. doi:10.7907/R92X-6R80. https://resolver.caltech.edu/CaltechETD:etd-05172009-153304 <https://resolver.caltech.edu/CaltechETD:etd-05172009-153304>