Computational Approaches for Decision Support in Structural Design and Performance Evaluation
| dc.contributor.advisor | Dr. Abhinav Gupta, Committee Chair | en_US |
| dc.contributor.advisor | Dr. G. Kumar Mahinthakumar, Committee Member | en_US |
| dc.contributor.advisor | Dr. John W. Baugh, Jr., Committee Member | en_US |
| dc.contributor.advisor | Dr. E. Downey Brill, Jr., Committee Member | en_US |
| dc.contributor.author | Kripakaran, Prakash | en_US |
| dc.date.accessioned | 2010-04-02T18:59:54Z | |
| dc.date.available | 2010-04-02T18:59:54Z | |
| dc.date.issued | 2006-03-22 | en_US |
| dc.degree.discipline | Civil Engineering | en_US |
| dc.degree.level | dissertation | en_US |
| dc.degree.name | PhD | en_US |
| dc.description.abstract | Structural design and performance evaluation involves complex decision-making tasks that are both time and cost intensive. Decision Support Systems (DSS) that combine engineer interaction with computer-based tools to provide a joint-cognitive decision-making environment can significantly help engineers. In this study, three different computational approaches that can become part of such a DSS are proposed. Two of these approaches use simulation-based design to assist engineers with the design of (1) bridge trusses and (2) moment-resisting steel frames, and the third is intended for internet-enabled remote control and observation of experimental facilities. A hybrid optimization approach that is composed of two algorithms - an algorithm that generates a good starting solution and a local search, is proposed for truss optimization. The performance of the approach is compared with existing optimization approaches. Then, a GA-based optimization approach is presented for the design of moment-resisting steel frames with rigid connections. The GA uses a unique crossover scheme to perform trade-off study between the number of rigid connections and the total cost. It is observed from the trade-off study that the total cost of the frame is minimum when using only a few rigid connections if they are placed at certain locations in the frame. 'Modeling to Generate Alternatives - MGA' is used to generate good design alternatives that may be more suitable for design than the optimal solution. A generic computational framework for internet-enabled remote control and observation of laboratory experiments is proposed. The framework is illustrated for a shaketable experiment. The framework uses LabVIEW and web technologies to form a secure framework that permits multiple observers to simultaneously view and download measurements from the experiment while a single user controls the shaketable. | en_US |
| dc.identifier.other | etd-12122005-141905 | en_US |
| dc.identifier.uri | http://www.lib.ncsu.edu/resolver/1840.16/4718 | |
| dc.rights | I hereby certify that, if appropriate, I have obtained and attached hereto a written permission statement from the owner(s) of each third party copyrighted matter to be included in my thesis, dissertation, or project report, allowing distribution as specified below. I certify that the version I submitted is the same as that approved by my advisory committee. I hereby grant to NC State University or its agents the non-exclusive license to archive and make accessible, under the conditions specified below, my thesis, dissertation, or project report in whole or in part in all forms of media, now or hereafter known. I retain all other ownership rights to the copyright of the thesis, dissertation or project report. I also retain the right to use in future works (such as articles or books) all or part of this thesis, dissertation, or project report. | en_US |
| dc.subject | Genetic Algorithms | en_US |
| dc.subject | Structural Optimization | en_US |
| dc.subject | Shaketable experiment | en_US |
| dc.subject | Decision Support Systems | en_US |
| dc.subject | LabVIEW | en_US |
| dc.title | Computational Approaches for Decision Support in Structural Design and Performance Evaluation | en_US |
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