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Dynamic deflection of multi-storey buildings during earthquakes
Simplified equation is evolved to determine maximum horizontal deflection of multi-story buildings during earthquakes; deflection can be calculated knowing damping ratio, number of stories above ground and characteristics of site; from example of seven storied building, it is shown that method suggested gives maximum dynamic deflection quite close to that obtained by more rigorous analysis; further, if deflection may be taken as criterion, it is found in illustrative example that seismic coefficient ah=0.1 corresponds to N=3.0.
Dynamic deflection of multi-storey buildings during earthquakes
Simplified equation is evolved to determine maximum horizontal deflection of multi-story buildings during earthquakes; deflection can be calculated knowing damping ratio, number of stories above ground and characteristics of site; from example of seven storied building, it is shown that method suggested gives maximum dynamic deflection quite close to that obtained by more rigorous analysis; further, if deflection may be taken as criterion, it is found in illustrative example that seismic coefficient ah=0.1 corresponds to N=3.0.
Dynamic deflection of multi-storey buildings during earthquakes
Roorkee Univ -- Symposium
Arya, A.S. (author) / Prakash, A. (author)
3rd -- Proceedings of the Symposium of the Roorkee University on Earthquake Engineering ; 1966
1966
12 pages
Conference paper
English
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