TY - GEN
T1 - Influence of hysteretic deteriorations on seismic response of multistory steel frame buildings
AU - Naeim, Farzad
AU - Skliros, Konsantinos
AU - Reinhorn, Andrei M.
PY - 2004
Y1 - 2004
N2 - 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.
AB - 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.
KW - Buildings, multistory
KW - Earthquakes
KW - Seismic response
KW - Steel frames
UR - https://www.scopus.com/pages/publications/74949131288
U2 - 10.1061/40492(2000)107
DO - 10.1061/40492(2000)107
M3 - Conference contribution
AN - SCOPUS:74949131288
SN - 0784404925
SN - 9780784404928
T3 - Structures Congress 2000: Advanced Technology in Structural Engineering
BT - Structures Congress 2000
T2 - Structures Congress 2000: Advanced Technology in Structural Engineering
Y2 - 8 May 2000 through 10 May 2000
ER -