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Optimum Design of Earthquake-Resistant Shear Buildings
The report is the first of a series of studies concerned with identification and simulation of the response of multistory framed buildings as a function of design variables and earthquake ground motion. A methodology is developed via optimization theory, in which concepts of objective function, behavioral constraints and system dynamics are given a mathematical structure upon which optimal synthetic design, application to one-bay, multistory, unbraced frames is discussed to illustrate the methodology. Minimum volume of column sections is taken as the objective, along with the constraint that the structure should respond elastically with limited relative story drifts under moderate earthquakes. System dynamics appropriate to a shear-type building frame is adopted along with ground motion characterized by standard pseudo-velocity response spectra. (Modified author abstract)
Optimum Design of Earthquake-Resistant Shear Buildings
The report is the first of a series of studies concerned with identification and simulation of the response of multistory framed buildings as a function of design variables and earthquake ground motion. A methodology is developed via optimization theory, in which concepts of objective function, behavioral constraints and system dynamics are given a mathematical structure upon which optimal synthetic design, application to one-bay, multistory, unbraced frames is discussed to illustrate the methodology. Minimum volume of column sections is taken as the objective, along with the constraint that the structure should respond elastically with limited relative story drifts under moderate earthquakes. System dynamics appropriate to a shear-type building frame is adopted along with ground motion characterized by standard pseudo-velocity response spectra. (Modified author abstract)
Optimum Design of Earthquake-Resistant Shear Buildings
D. Ray (author) / K. S. Pister (author) / A. K. Chopra (author)
1974
102 pages
Report
No indication
English
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