A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Influence of Hysteretic Deteriorations on Seismic Response of Multistory Steel Frame Buildings
This paper presents a summary of two year long comprehensive parametric study of the impact of various deterioration characteristics on seismic response of moment resisting steel structures. More than 14,000 nonlinear analyses were performed utilizing more than 500 earthquake time histories. The results indicate that various hysteretic deterioration types affect seismic demand characteristics differently. Three types of hysteretic deterioration were considered: stiffness, slip or pinching, and strength degradations.
Influence of Hysteretic Deteriorations on Seismic Response of Multistory Steel Frame Buildings
This paper presents a summary of two year long comprehensive parametric study of the impact of various deterioration characteristics on seismic response of moment resisting steel structures. More than 14,000 nonlinear analyses were performed utilizing more than 500 earthquake time histories. The results indicate that various hysteretic deterioration types affect seismic demand characteristics differently. Three types of hysteretic deterioration were considered: stiffness, slip or pinching, and strength degradations.
Influence of Hysteretic Deteriorations on Seismic Response of Multistory Steel Frame Buildings
Naeim, Farzad (author) / Skliros, Konsantinos (author) / Reinhorn, Andrei M. (author)
Structures Congress 2000 ; 2000 ; Philadelphia, Pennsylvania, United States
2000-04-27
Conference paper
Electronic Resource
English
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