In recent times, many parts of the world have seen a trend of increased construction with reinforced concrete and masonry block systems. These systems can provide excellent seismic resistance when they are designed by an engineer, built by well-trained workers, constructed of quality materials and all in conformance with building codes. Unfortunately, many structures are constructed without one or more of these requirements. Property owners are building multi-story buildings while paying little attention to building codes or seismic resistance. Adding to the problem, reinforced concrete and masonry block systems enable construction with longer spans, larger openings, and irregular shapes; all of which reduce the earthquake resistance of a building. Such buildings are deceptive because they appear safe, perform well under gravity loads and do not sag or lean. Such buildings are also heavy which adds to the illusion of safety. There is often no consideration given to lateral loads - exactly the type of loads experienced during an earthquake. When an earthquake occurs, it creates a fast cyclic lateral load. The weight of the building increases the lateral loads created by an earthquake, which when lacking sufficient design, results in collapse.
Designing structures to withstand the impact of a major catastrophe is a daunting task under the best of circumstances. For developing countries, this task is nearly impossible. This research evaluates the structural systems of existing buildings in Nicaragua, sampling buildings made from both engineered and earthen materials, and makes recommendations for low-cost enhancements that will improve their structural integrity.
|Commitee:||Gilman, Patricia, Muraleetharan, Kanthasamy, Pei, Jin-song, Ramseyer, Christopher, White, Luther|
|School:||The University of Oklahoma|
|Department:||School of Civil Engineering and Environmental Science|
|School Location:||United States -- Oklahoma|
|Source:||DAI-B 70/11, Dissertation Abstracts International|
|Keywords:||Adobe, Earthen structures, Nicaragua, Rammed earth, Residential structures, Seismic vulnerability, Taquezal|
Copyright in each Dissertation and Thesis is retained by the author. All Rights Reserved
The supplemental file or files you are about to download were provided to ProQuest by the author as part of a
dissertation or thesis. The supplemental files are provided "AS IS" without warranty. ProQuest is not responsible for the
content, format or impact on the supplemental file(s) on our system. in some cases, the file type may be unknown or
may be a .exe file. We recommend caution as you open such files.
Copyright of the original materials contained in the supplemental file is retained by the author and your access to the
supplemental files is subject to the ProQuest Terms and Conditions of use.
Depending on the size of the file(s) you are downloading, the system may take some time to download them. Please be