Capacity, Settlement, and Energy Dissipation of Shallow Footings Subjected to Rocking
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[1] Michael C. Georgiadis,et al. DISPLACEMENTS OF FOOTINGS ON SAND UNDER ECCENTRIC AND INCLINED LOADS , 1988 .
[2] E. Beer,et al. Experimental Determination of the Shape Factors and the Bearing Capacity Factors of Sand , 1970 .
[3] G. G. Meyerhof,et al. Experimental evaluation of bearing capacity of footings subjected to inclined loads , 1981 .
[4] S. Kramer. Geotechnical Earthquake Engineering , 1996 .
[5] Ezio Faccioli,et al. Investigation of Seismic Soil-Footing Interaction by Large Scale Cyclic Tests and Analytical Models , 2001 .
[6] J. Stewart,et al. KINEMATIC SOIL-STRUCTURE INTERACTION FROM STRONG MOTION RECORDINGS , 2003 .
[7] Guido Gottardi,et al. THE DISPLACEMENT OF A MODEL RIGID SURFACE FOOTING ON DENSE SAND UNDER GENERAL PLANAR LOADING , 1995 .
[8] Keh‐Chyuan Tsai,et al. Design of Steel Triangular Plate Energy Absorbers for Seismic-Resistant Construction , 1993 .
[9] C. V. Anderson,et al. The Federal Emergency Management Agency (FEMA) , 2002 .
[10] Bruce L. Kutter,et al. Recent Advances in Centrifuge Modeling of Seismic Shaking , 1995 .
[11] Robert D. Hanson,et al. Influence of ADAS Element Parameters on Building Seismic Response , 1992 .
[12] Cedric Marsh,et al. RESPONSE OF FRICTION DAMPED BRACED FRAMES , 1982 .
[13] Jyant Kumar,et al. Seismic bearing capacity factors for spread foundations , 2002 .
[14] K. Terzaghi. Theoretical Soil Mechanics , 1943 .
[15] B. Kutter,et al. Soil-Foundation-Structure Interaction (Shallow Foundations) , 2002 .
[16] George Gazetas,et al. Footings under seismic loading: Analysis and design issues with emphasis on bridge foundations , 2006 .
[17] Guido Gottardi,et al. Plastic response of circular footings on sand under general planar loading , 1999 .
[18] D. G. Elms,et al. Seismic bearing capacity and settlements of foundations , 1993 .
[19] Tara C. Hutchinson,et al. Centrifuge modeling of load-deformation behavior of rocking shallow foundations , 2005 .
[20] Alain Pecker,et al. Cyclic macro‐element for soil–structure interaction: material and geometrical non‐linearities , 2001 .
[21] Roberto Paolucci,et al. Soil inertia effects on the bearing capacity of rectangular foundations on cohesive soils , 1997 .
[22] G. Housner. The behavior of inverted pendulum structures during earthquakes , 1963 .