Hall, John F. and Heaton, Thomas H. and Halling, Marvin W. and Wald, David J. (1995) Near-Source Ground Motion and its Effects on Flexible Buildings. Earthquake Spectra, 11 (4). pp. 569-605. ISSN 8755-2930 http://resolver.caltech.edu/CaltechAUTHORS:HALes95
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Occurrence of large earthquakes close to cities in California is inevitable. The resulting ground shaking will subject buildings in the near-source region to large, rapid displacement pulses which are not represented in design codes. The simulated Mw7.0 earthquake on a blind-thrust fault used in this study produces peak ground displacement and velocity of 200 cm and 180 cm/sec, respectively. Over an area of several hundred square kilometers in the near-source region, flexible frame and base-isolated buildings would experience severe nonlinear behavior including the possibility of collapse at some locations. The susceptibility of welded connections to fracture significantly increases the collapse potential of steel-frame buildings under strong ground motions of the type resulting from the Mw7.0 simulation. Because collapse of a building depends on many factors which are poorly understood, the results presented here regarding collapse should be interpreted carefully.
|Additional Information:||© 1995 Copyright Earthquake Engineering Research Institute.|
|Subject Keywords:||Ground motion; flexible structures; near-field, Flexible structures; nonlinear response; ground motion, Northridge, California earthquake, Jan. 17, 1994; tall buildings; steel frames; welds, Base isolation; nonlinear response; shear structures, Collapse; flexible structures, Steel frames; nonlinear response, Welded joints; nonlinear response, Structural Dynamics -- Deterministic Behavior of Nonlinear Structures|
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|Deposited By:||Archive Administrator|
|Deposited On:||12 Aug 2008 21:00|
|Last Modified:||26 Dec 2012 10:13|
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