NEHRP Clearinghouse
displaying 21 - 25 results in total 25
Khatib, I. F.; Mahin, S. A.; Pister, K. S.
Seismic Behavior of Concentrically Braced Steel Frames.
National Science Foundation, Washington, DC., January 1988, 238 p.
Identifying Number(s): UCB/EERC-88/01
Keywords: ; Steel construction; Framed structures; Seismic waves; Steel structures; Structural vibration; Frames; Dynamic response; Reinforcement (Structural); Earthquake engineering; Energy dissipation; Structural steels; Loads (Forces); Structural members; Structural analysisConte, J. P.; Pister, K. S.; Mahin, S. A.
Influence of the Earthquake Ground Motion Process and Structural Properties on Response Characteristics of Simple Structures.
National Science Foundation, Washington, DC., July 1990, 362 p.
Identifying Number(s): UCB/EERC-90/09
Keywords: ; Earthquake resistant structures; Reinforced concrete; Seismic waves; Damage; Elasticity; Mathematical models; Earth movements; Reinforcing steels; Structural design; Variability; Safety; Monte Carlo Method; Response; Reliability; Stochastic processes; EarthquakesBollo, M. E.; Mahin, S. A.; Moehle, J. P.; Stephen, R. M.; Qi, X.
Observations and Implications of Tests on the Cypress Street Viaduct Test Structure.
National Science Foundation, Washington, DC.; California State Dept. of Transportation, Sacramento., December 1990, 291 p.
Identifying Number(s): UCB/EERC-90/21
Keywords: Earthquake resistant structures; Elevated highways; Moments; Loma Prieta Earthquake; Test facilities; California; Reinforcement (Structures); Earthquake damage; Dynamic tests; Highway design; Earthquake engineering; Highway improvements; Stiffness; Seismic effects; Rehabilitation; Loads (Forces); Cypress Street Viaduct; Structural analysisBoroschek, R. L.; Mahin, S. A.
Investigation of the Seismic Response of a Lightly-Damped Torsionally-Coupled Building.
National Science Foundation, Washington, DC., December 1991, 277 p.
Identifying Number(s): UCB-EERC-91-18
Keywords: ; Framed structures; Steel structures; Elastic analysis; Displacement; Loads (Forces); Structural members; Torsion; Mathematical models; Vibration damping; Case studies; Nonlinear systems; Structural vibration; California; Earthquake damage; Buildings; Seismic effects; Structural analysis; Dynamic response; Earthquake engineering; Joints (Junctions)Kawashima, K.; Mahin, S. A.
U.S.-Japan Workshop on Seismic Retrofit of Bridges (2nd). Held in Berkeley, California on January 20-21, 1994.
National Science Foundation, Arlington, VA.; Federal Highway Administration, Washington, DC.; National Inst. of Standards and Technology, Gaithersburg, MD., September 1997, 534 p.
Identifying Number(s): UCB/EERC-97/09
Keywords: Bridges (Structures); Seismic design; Retrofitting; San Fernando Valley; United States; Richmond (California); Bridge peirs; Earthquake engineering; Meetings; Foundations; Japan