Low-Cost Earthquake Solutions for Nonengineered Residential Construction in Developing RegionsSource: Journal of Performance of Constructed Facilities:;2015:;Volume ( 029 ):;issue: 005DOI: 10.1061/(ASCE)CF.1943-5509.0000630Publisher: American Society of Civil Engineers
Abstract: Low-rise concrete and masonry structures can provide excellent seismic resistance when they are designed by an engineer, are made of quality materials, and are built by well-trained workers in conformance with building codes. Unfortunately, this is not the way many of the structures are being built in developing regions. Property owners themselves are building low-rise nonengineered structures, paying little attention to building codes or seismic resistance. Adding to the problem, when building with concrete and masonry construction, it is possible to have relatively long spans, large openings, and irregular shapes, all of which impact their earthquake performance. These nonengineered buildings are deceptive because they seem safe, they perform well under gravity loads, and they do not sag or lean. In this study, several typical concrete and masonry low-rise residential buildings were modeled and subjected to seismic loads. These models were then manipulated to determine which low-cost changes will have the greatest effect on earthquake performance.
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| contributor author | Lisa Holliday | |
| contributor author | Thomas H.-K. Kang | |
| date accessioned | 2017-05-08T22:30:39Z | |
| date available | 2017-05-08T22:30:39Z | |
| date copyright | October 2015 | |
| date issued | 2015 | |
| identifier other | 47614304.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/81780 | |
| description abstract | Low-rise concrete and masonry structures can provide excellent seismic resistance when they are designed by an engineer, are made of quality materials, and are built by well-trained workers in conformance with building codes. Unfortunately, this is not the way many of the structures are being built in developing regions. Property owners themselves are building low-rise nonengineered structures, paying little attention to building codes or seismic resistance. Adding to the problem, when building with concrete and masonry construction, it is possible to have relatively long spans, large openings, and irregular shapes, all of which impact their earthquake performance. These nonengineered buildings are deceptive because they seem safe, they perform well under gravity loads, and they do not sag or lean. In this study, several typical concrete and masonry low-rise residential buildings were modeled and subjected to seismic loads. These models were then manipulated to determine which low-cost changes will have the greatest effect on earthquake performance. | |
| publisher | American Society of Civil Engineers | |
| title | Low-Cost Earthquake Solutions for Nonengineered Residential Construction in Developing Regions | |
| type | Journal Paper | |
| journal volume | 29 | |
| journal issue | 5 | |
| journal title | Journal of Performance of Constructed Facilities | |
| identifier doi | 10.1061/(ASCE)CF.1943-5509.0000630 | |
| tree | Journal of Performance of Constructed Facilities:;2015:;Volume ( 029 ):;issue: 005 | |
| contenttype | Fulltext |