contributor author | Zongwei Tao | |
contributor author | Ross B. Corotis | |
contributor author | J. Hugh Ellis | |
date accessioned | 2017-05-08T20:55:58Z | |
date available | 2017-05-08T20:55:58Z | |
date copyright | June 1995 | |
date issued | 1995 | |
identifier other | %28asce%290733-9445%281995%29121%3A6%28971%29.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/32262 | |
description abstract | An optimal structural design is defined as the synthesis of a structural initial design and its maintenance/management policy over a design lifetime. Using a Markov decision process (MDP) model and structural reliability theory, a designer at the initial design stage is able to incorporate a reliability-based model of the lifetime process of the structure. The advantage of MDP is that it systematically characterizes the entire process, including decisions, costs, and system performance. It also provides a solution of this dynamic problem through a static method, thus retaining computational tractability. A long-term maintenance policy under the criterion of minimum expected lifetime cost can be found with respect to the chosen initial design, and used to select an optimum initial design to minimize cost and maintain acceptable reliability. For an existing structure, the approach gives a decision maker a future maintenance policy leading to identification of the minimum discounted expected future cost of the structure, based on its present condition, and maintains acceptable reliability. | |
publisher | American Society of Civil Engineers | |
title | Reliability-Based Structural Design with Markov Decision Processes | |
type | Journal Paper | |
journal volume | 121 | |
journal issue | 6 | |
journal title | Journal of Structural Engineering | |
identifier doi | 10.1061/(ASCE)0733-9445(1995)121:6(971) | |
tree | Journal of Structural Engineering:;1995:;Volume ( 121 ):;issue: 006 | |
contenttype | Fulltext | |