Optimization of Structures Subject to Stochastic Dynamic Loading
Structural optimization has progressed substantially over the last half century. However, the literature on optimization of structures under random excitation is limited. This study provides a framework for structural optimization subject to stochastic dynamic loading. Illustrative examples of struc...
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| Published in | Computer-aided civil and infrastructure engineering Vol. 32; no. 8; pp. 657 - 673 |
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| Main Authors | , , , , |
| Format | Journal Article |
| Language | English |
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Hoboken
Wiley Subscription Services, Inc
01.08.2017
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| Abstract | Structural optimization has progressed substantially over the last half century. However, the literature on optimization of structures under random excitation is limited. This study provides a framework for structural optimization subject to stochastic dynamic loading. Illustrative examples of structures under nonstationary seismic and stationary wind loads are presented to demonstrate the procedure. Both safety and serviceability are considered concurrently. The objective function for safety is given in terms of both harmful interstory drift and harmful interstory drift angle; whereas for serviceability, the objective function is defined in terms of floor acceleration. Safety and serviceability are shown to be competing objectives under both seismic and wind excitation; however, the contrast is less under wind excitation. The proposed optimization framework provides a rational manner in which engineering design tradeoffs can be made between the two competing objectives. |
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| AbstractList | Structural optimization has progressed substantially over the last half century. However, the literature on optimization of structures under random excitation is limited. This study provides a framework for structural optimization subject to stochastic dynamic loading. Illustrative examples of structures under nonstationary seismic and stationary wind loads are presented to demonstrate the procedure. Both safety and serviceability are considered concurrently. The objective function for safety is given in terms of both harmful interstory drift and harmful interstory drift angle; whereas for serviceability, the objective function is defined in terms of floor acceleration. Safety and serviceability are shown to be competing objectives under both seismic and wind excitation; however, the contrast is less under wind excitation. The proposed optimization framework provides a rational manner in which engineering design tradeoffs can be made between the two competing objectives. |
| Author | Xu, Jiaqi Lu, Xilin Spencer, Billie F. Chen, Xinzhong Lu, Lei |
| Author_xml | – sequence: 1 givenname: Jiaqi surname: Xu fullname: Xu, Jiaqi organization: Tongji University – sequence: 2 givenname: Billie F. surname: Spencer fullname: Spencer, Billie F. email: bfs@illinois.edu organization: University of Illinois at Urbana‐Champaign – sequence: 3 givenname: Xilin surname: Lu fullname: Lu, Xilin organization: Tongji University – sequence: 4 givenname: Xinzhong surname: Chen fullname: Chen, Xinzhong organization: National Wind Institute, Texas Tech University – sequence: 5 givenname: Lei surname: Lu fullname: Lu, Lei organization: Tongji University |
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| SubjectTerms | Design engineering Drift Nonlinear programming Optimization Random excitation Safety Seismic engineering Simulation |
| Title | Optimization of Structures Subject to Stochastic Dynamic Loading |
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