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Bulletin of the Seismological Society of America; October 1973; v. 63; no. 5; p. 1515-1537
© 1973 Seismological Society of America
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Statistical correlation of observed ground motion with low-rise building damage

ROGER E. SCHOLL and IRAJ FARHOOMAND

JOHN A. BLUME & ASSOCIATES, ENGINEERS RESEARCH DIVISION, 2765 SOUTH HIGHLAND DRIVE, LAS VEGAS, NEVADA 89109

Abstract

A statistical study was conducted correlating ground motion with structure damage data from the RULISON underground nuclear explosion gas stimulation experiment. The statistical study first leads to the identification of the ground-motion characterization that best represents the damage potential of ground motion; then to the development of motion-damage relationships for low-rise buildings subjected to ground motion. The motion-damage relationships are derived both for overall damage as well as for the most frequently damaged building components. The overall motion-damage relationships are given in terms of incidence of complaints (complaint ratio), incidence of damage (damage ratio), and damage cost (damage cost factor).




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Home page
Bulletin of the Seismological Society of AmericaHome page
R. E. SCHOLL
Low-rise building damage from low-amplitude ground motions
Bulletin of the Seismological Society of America, December 1, 1974; 64(6): 1743 - 1755.
[Abstract] [PDF]


Home page
Bulletin of the Seismological Society of AmericaHome page
R. E. SCHOLL
Statistical analysis of low-rise building damage caused by the San Fernando earthquake
Bulletin of the Seismological Society of America, February 1, 1974; 64(1): 1 - 23.
[Abstract] [PDF]




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