TECHNICAL NOTES
Feb 1, 2008

Reinforced Concrete Walls with Vulnerable Foundations

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 134, Issue 2

Abstract

Moment capacities of shallow foundations are compared with those of reinforced concrete walls in order to determine the likelihood of exceeding the bearing capacity of the supporting soil in buildings subjected to strong ground motions. Recommendations are made regarding the appropriate modeling at the base of first-story walls in compliance with the moment-capacity axial load interaction of the supporting foundations.

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References

American Concrete Institute (ACI). (2005). “Building code requirements for structural concrete.” ACI 318-05 and “Commentary.” ACI 318R-05, (ACI 318) Detroit, Mich.
Federal Emergency Management Agency (FEMA). (2000). “Prestandard and commentary for the seismic rehabilitation of buildings.” FEMA 356, Washington, D.C.
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Meyerhof, G. G. (1953). “The bearing capacity of footings under eccentric and inclined loads.” Proc., 3rd Int. Conf. of Soil Mechanics and Foundation Engineering, Vol. 1, 440–445, Zurich, Switzerland.
Montrasio, L., and Nova, R. (1997). “Settlement of shallow foundations on sand: Geometrical effects.” Geotechnique, 47(1), 46–60.
Noorzaei, J., Godbole, P. N., and Viladkar, M. N. (1993). “Nonlinear soil-structure interaction of plane frames—A parametric study.” Comput. Struct., 49(3), 561–566.
Parmelee, R. A. (1967). “Building-foundation interaction effect.” J. Engrg. Mech. Div., 93(2), 131–152.
Smith, J. P. (2004). “Wall-frame structures with vulnerable foundations.” Ph.D. dissertation thesis, Purdue Univ., West Lafayette, Ind.
Veletsos, A. S., and Meek, J. W. (1974). “Dynamic behavior of building-foundation systems.” Earthquake Eng. Struct. Dyn., 3(2), 121–138.

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Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 134Issue 2February 2008
Pages: 257 - 261

History

Received: Jun 22, 2006
Accepted: Apr 13, 2007
Published online: Feb 1, 2008
Published in print: Feb 2008

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Authors

Affiliations

J. Paul Smith-Pardo [email protected]
Engineer, Berger/Abam Engineers Inc., 33301 9th Ave. South, Suite 300, Federal Way, WA 98003 (corresponding author). E-mail: [email protected]

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