PKK Library Search for 'au:"Whittaker"'

California, Berkeley Pacific Earthquake Engineering Research Center 1999 , This research was sponsored by the Pacific Gas & Electric Company and the California Energy Commission. Additional support was provided by the Pacific Earthquake Engineering Research Center and the National Science Foundation

Place Hold on Seismic evaluation of 550 kV porcelain transformer bushings

Seismic evaluation of 196 kV porcelain transformer bushings

By Pacific Earthquake Engineering Research Center. Berkeley Pacific Earthquake Engineering Research Center 1998 . xi, 108p

Place Hold on Seismic evaluation of 196 kV porcelain transformer bushings

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

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

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

Place Hold on An experimental study of the behavior of dual steel systems

The performance-based design paradigm

By Astrella, Michael J. . Buffalo, New York Multidisciplinary Center for Earthquake Engineering Research, University of Buffalo 2005 . xv, 141p , Earthquake Engineering to Extreme Events

Place Hold on The performance-based design paradigm

The performance-based design paradigm

By Astrella, Michael J. . Buffalo, New York Multidisciplinary Center for Earthquake Engineering Research, University of Buffalo 2005 . xv, 141p , Earthquake Engineering to Extreme Events

Place Hold on The performance-based design paradigm

Static and kinetic coefficients of friction for rigid blocks

New York Multidisciplinary Center for Earthquake Engineering Research (MCEER) 2007 . xiii, 89p

Place Hold on Static and kinetic coefficients of friction for rigid blocks

Experimental and analytical study of the XY-friction pendulum (XY-FP) bearing for bridge applications

By Marin-Artieda, Claudia C.. New York Multidisciplinary Center for Earthquake Engineering Research (MCEER) 2007 . xx, 260p

Place Hold on Experimental and analytical study of the XY-friction pendulum (XY-FP) bearing for bridge applications

Performance of seismic isolation hardware under service and seismic loading

New York Multidisciplinary Center for Earthquake Engineering Research (MCEER) 2007 . xxvii, 440p

Place Hold on Performance of seismic isolation hardware under service and seismic loading

Performance estimates for seismically isolated bridges

By Warn, Gordon P.. New York Multidisciplinary Center for Earthquake Engineering Research (MCEER) 2007 . xxi, 311p

Place Hold on Performance estimates for seismically isolated bridges

A study of the coupled horizontal-vertical behavior of elastomeric and lead-rubber seismic isolation bearings

By Warn, Gordon. Buffalo, New York Multidisciplinary Center for Earthquake Engineering Research, University at Buffalo, The State University of New York 2006 . xxiv, 247p , This research was conducted at the University at Buffalo, State University of New York and was supported by the Federal Highway Administration under contract number DTFH61-98-C-00094.

Place Hold on A study of the coupled horizontal-vertical behavior of elastomeric and lead-rubber seismic isolation bearings

Viscous heating of fluid dampers during seismic and wind excitations

Berkeley University of California 1997 . vii, 55p

Place Hold on Viscous heating of fluid dampers during seismic and wind excitations

Fatigue life evaluation of changeable message sign structures [Vol. 1]

By Gilani, Amir S.. Berkeley University of California 1997 . xiii, 182p , Report to the California Department of Transportation for Research under Contact RTA-59A131

Place Hold on Fatigue life evaluation of changeable message sign structures [Vol. 1]

The performance-based design paradigm

By Astrella, Michael J. . Buffalo, New York Multidisciplinary Center for Earthquake Engineering Research, University of Buffalo 2005 . xv, 141p , This research was conducted at the University at Buffalo, State University of New York and was supported primarily by the Earthquake Engineering Research Centers Program of the National Science Foundation under award number EEC-9701471.

Place Hold on The performance-based design paradigm

Evaluation of simplified methods of analysis for yielding structures

New York National Center for Earthquake Engineering Research, State University of New York at Buffalo 1997 . various pagings , NCEER Task Numbers 94-5103A and 95-5104A NSF Master Contract Number BCS 90-25010

Place Hold on Evaluation of simplified methods of analysis for yielding structures