Seismic load-resisting capacity of plastered straw bale walls

Thesis (M. Eng.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering, 2010. === Cataloged from PDF version of thesis. === Includes bibliographical references (p. 57-58). === Straw bales have been incorporated into buildings for centuries, but only recently have they...

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Bibliographic Details
Main Author: Hsiaw, Jennifer S. (Jennifer Sing-Yee)
Other Authors: Jerome J. Connor.
Format: Others
Language:English
Published: Massachusetts Institute of Technology 2011
Subjects:
Online Access:http://hdl.handle.net/1721.1/60773
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Summary:Thesis (M. Eng.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering, 2010. === Cataloged from PDF version of thesis. === Includes bibliographical references (p. 57-58). === Straw bales have been incorporated into buildings for centuries, but only recently have they been explored in academic settings for their structural potential. Straw bale building is encountering a growing audience due to its social and economic benefits. Plastered and reinforced straw bale wall assemblies have been found comparable to wood frame construction in resisting vertical and lateral loads. A number of straw bale residences have been constructed in the highly seismic state of California, while recent efforts have expanded its presence to quake-prone areas in developing countries like Pakistan and China. As this is a burgeoning arena of research, only empirical tests have been conducted. This thesis introduces a computer simulation of a wall assembly under lateral loading, using two techniques: a multi-layer shell element and an equivalent compression strut frame in SAP2000. The models assume homogeneity, and based on the results, areas for improvement and further research are suggested. === by Jennifer S. Hsiaw. === M.Eng.