Earthquake Response of Steel Braces and Braced Steel Frames
<p>This thesis consists of three parts. Chapter 2 deals with the dynamic buckling behavior of steel braces under cyclic axial end displacement. Braces under such a loading condition belong to a class of "acceleration magnifying" structural components, in which a small motion at the l...
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| Format: | Others |
| Language: | en |
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1997
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| Online Access: | https://thesis.library.caltech.edu/8133/1/Gan-Wenshui-1997.pdf Gan, Wenshui (1997) Earthquake Response of Steel Braces and Braced Steel Frames. Dissertation (Ph.D.), California Institute of Technology. doi:10.7907/6zt3-2k51. https://resolver.caltech.edu/CaltechThesis:03142014-103017013 <https://resolver.caltech.edu/CaltechThesis:03142014-103017013> |
Internet
https://thesis.library.caltech.edu/8133/1/Gan-Wenshui-1997.pdfGan, Wenshui (1997) Earthquake Response of Steel Braces and Braced Steel Frames. Dissertation (Ph.D.), California Institute of Technology. doi:10.7907/6zt3-2k51. https://resolver.caltech.edu/CaltechThesis:03142014-103017013 <https://resolver.caltech.edu/CaltechThesis:03142014-103017013>