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Maximum response ranges of nonlinear multi-story structures subjected to earthquakes
Earthquake responses of 20-story nonlinear structural frame representative of modern high-rise building were calculated; structure was modeled by two dimensional frame with girders and columns having bilinear bending moment-end rotation hysteretic characteristics; time history plots for displacements, bending moments, joint rotations etc. at several stations in structure are presented; displacement envelope and plot of ductility factors, which measure amount of yielding incurred, are also given. (14982)
Maximum response ranges of nonlinear multi-story structures subjected to earthquakes
Earthquake responses of 20-story nonlinear structural frame representative of modern high-rise building were calculated; structure was modeled by two dimensional frame with girders and columns having bilinear bending moment-end rotation hysteretic characteristics; time history plots for displacements, bending moments, joint rotations etc. at several stations in structure are presented; displacement envelope and plot of ductility factors, which measure amount of yielding incurred, are also given. (14982)
Maximum response ranges of nonlinear multi-story structures subjected to earthquakes
Bull Seismol Soc Amer
Giberson, M.F. (author)
1968
17 pages
Article (Journal)
English
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