PKK Library Search for 'au:"Bertero, Vitelmo V."'

SEISMIC BEHAVIOR OF MULTISTORY FRAMES DESIGNED BY DIFFERENT PHILOSOPHIES

By Anderson, James C.. Berkeley University Of California 1969 . 196 , Ref. : P. 194-196

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SEISMIC BEHAVIOR OF MULTISTORY FRAMES DESIGNED BY DIFFERENT PHILOSOPHIES

By Anderson, James C.. Berkeley, Calif. University Of California 1969 . 196 , Ref. : P. 194-196

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IDENTIFICATION OF RESEARCH NEEDS FOR IMPROVING A SEISMIC DESIGN OF BUILDING STRUCTURES

By Bertero, Vitelmo V.. Berkeley University Of California 1975 . vii,85

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SEISMIC PERFORMANCE OF A 30-STORY BUILDING LOCATED ON SOFT SOIL AND DESIGNED ACCORDING TO UBC 1991

By Teran-Gilmore, Amador. Berkeley University Of California 1993 . xvii,356

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Performance improvement of long period building structures subjected to severe pulse -type ground motions

By Anderson,James C, Bertero,Vitelmo V. California Pacific Earthquake Engineering Research Center,Berkeley 1999 . xxi, 229p , NICEE Sponsored By Curee/Kajima Corporation

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Rehabilitation of nonductile RC frame building using encasement plates and energy- dissipating devices

By Sasani,Mehrdad, Bertero,Vitelmo V. Pacific Earthquake Engineering Research Center,Berkeley 1999 . xix, , NICEE

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EARTHQUAKE ENGINEERING

By Yousef Bozorgnia,Vitelmo V. Bertero. Crc Press, Boca Raton 2004 0849314399

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Seismic performance of a six story reinforced concrete building

By Anderson, James C. . Berkeley, California Earthquake Engineering Research Center 1997 . xiii, 161p

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Performance of steel building structures during the Northridge earthquake

By Bertero, Vitelmo V.. Berkeley Earthquake Engineering Research Center 1994 . xx, 177p

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Seismic performance of a 30-story building located on soft soil and designed according to UBC 1991

By Teran-Gilmore, Amador. Berkeley, California Earthquake Engineering Research Center 1993 . xvii, 356p , CUREe-KAJIMA research project

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Preliminary report on the seismological and engineering aspects of the October 17, 1989 Santa Cruz (Loma Prieta) earthquake

Berkeley, California Earthquake Engineering Research Center 1989 . 51p , Preliminary findings from field investigations by teams from the university of California at Berkeley immediately following the earthquake.

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Design guidelines for ductility and drift limits

Berkeley, California Earthquake Engineering Research Center 1991 . xii, 146p , A report to sponsor: CUREe-Kajima

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Analytical models for predicting the lateral response of R C shear walls

By Vulcano, Alfonso. Berkeley Earthquake Engineering Research Center 1987 . vii, 85p

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Three-dimensional inelastic analysis of reinforced concrete frame-wall structures

By Moazzami, Sara. Berkeley Earthquake Engineering Research Center 1987 . vii, 156p , U.S.-Japan cooperative earthquake research program

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Earthquake simulation tests and associated studies of a 0.3-scale model of a six-story eccentrically braced steel structure

By Whittaker, Andrew S.. Berkeley Earthquake Engineering Research Center 1987 . xi, 407p

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Earthquake simulation tests and associated studies of a 0.3-scale model of a six-story concentrically braced steel structure

By Uang, Chia-Ming. Berkeley Earthquake Engineering Research Center 1986 . xix, 363p

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An experimental study of the behavior of dual steel systems

By Whittaker, Andrew S.. Berkeley Earthquake Engineering Research Center 1988 . ix, 340p , Report to the National Science Foundation

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Seismic rehabilitation of framed buildings infilled with unreinforced masonry walls using post-tensioned steel braces

By Teran-Gilmore, Amador. Berkeley Earthquake Engineering Research Center 1995 . xii, 267p , A report to the National Science Foundation

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Seismological and engineering aspects of then January 17, 1995 Hyogoken-Nanbu (Kobe) earthquake

Berkeley Earthquake Engineering Research Center 1995 . v, 250p , A reconnaissance report by teams funded by the National Science Foundation and the Earthquake Engineering Research Center

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Implications of the Landers and Big Bear earthquakes on earthquake resistant design of structures

By Anderson, James C.. Berkeley University of California 1997 . ix, 95p , Report to the National Science Foundation

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