NEHRP Clearinghouse
displaying 81 - 90 results in total 165
Miranda, E.; Bertero, V. V.
Evaluation of the Seismic Performance of a Ten-Story RC Building during the Whittier Narrows Earthquake.
National Science Foundation, Washington, DC.; California Div. of Mines and Geology, Sacramento.; Kajima Inst. of Construction Technology, Tokyo (Japan)., October 1991, 112 p.
Identifying Number(s): UCB/EERC-91/10
Keywords: Reinforced concrete; Framed structures; Earth movements; Elastic analysis; Displacement; Soil-structure interactions; Loads (Forces); Structural members; Whittier Narrows Earthquake; Ductility; Earthquake resistant structures; Structural vibration; California; Earthquake damage; Concrete structures; Seismic effects; Building codes; Fourier transformation; Dynamic response; Spectrum analysis; Earthquake engineering; Dynamic structural analysisEvaluation of the Seismic Performance of a Thirty-Story RC Building.
National Science Foundation, Washington, DC.; California Universities for Research in Earthquake Engineering, Richmond., July 1991, 260 p.
Identifying Number(s): UCB/EERC-91/16
Keywords: Reinforced concrete; Loma Prieta Earthquake; Framed structures; Earth movements; Elastic analysis; Displacement; Soil-structure interactions; Loads (Forces); Structural members; Ductility; Earthquake resistant structures; Structural vibration; California; Earthquake damage; Concrete structures; Seismic effects; Building codes; Fourier transformation; Dynamic response; Spectrum analysis; Earthquake engineering; Dynamic structural analysisAnderson, J. C.; Bertero, V. V.
Seismic Performance of an Instrumented Six-Story Steel Building.
National Science Foundation, Washington, DC., November 1991, 148 p.
Identifying Number(s): UCB/EERC-91/11
Keywords: Structural vibration; Steel structures; Whittier Narrows Earthquake; Failure; Earthquake damage; Dynamic response; Earthquake engineering; Earthquakes; Vibration damping; Stress analysis; Nonlinear systems; Seismic effects; Ductility; Building codesSoong, T. T.; Chen, G.; Wu, Z.; Zhang, R. H.; Grigoriu, M.
Assessment of the 1991 NEHRP Provisions for Nonstructural Components and Recommended Revisions.
National Science Foundation, Washington, DC.; New York State Science and Technology Foundation, Albany., March 1, 1993, 128 p.
Identifying Number(s): NCEER-93-0003
Keywords: ; Seismic design; California; Architecture; Components; Buildings; Earthquake engineering; Hazards; Building codesWinters, C. W.; Constantinou, M. C.
Evaluation of Static and Response Spectrum Analysis Procedures of SEAOC/UBC for Seismic Isolated Structures.
National Science Foundation, Washington, DC.; New York State Science and Technology Foundation, Albany., March 23, 1993, 204 p.
Identifying Number(s): NCEER-93-0004
Keywords: ; Seismic design; Earthquake resistant structures; Decoupling; California; Lateral pressure; Spectrum analysis; Earthquake engineering; Vibration damping; Soil structure interactions; Foundations; Building codes; Dynamic structural analysisDe la Llera, J. C.; Chopra, A. K.
Evaluation of Code Accidental-Torsion Provisions Using Earthquake Records from Three Nominally Symmetric-Plan Buildings.
National Science Foundation, Washington, DC.; California Strong Motion Instrumentation Program, Sacramento., July 1992, 170 p.
Identifying Number(s): UCB/EERC-92/09
Keywords: ; Seismic design; California; Torsion; Lateral pressure; Design standards; Earthquake engineering; Office buildings; Building codes; Structural analysisSingh, M. P.; Suarez, L. E.; Matheu, E. E.; Maldonado, G. O.
Simplified Procedures for Seismic Design of Nonstructural Components and Assessment of Current Code Provisions.
National Science Foundation, Washington, DC.; New York State Science and Technology Foundation, Albany., August 4, 1993, 200 p.
Identifying Number(s): NCEER-93-0013
Keywords: ; Seismic design; Earthquake resistant structures; Components; Earthquake engineering; Subassemblies; Building codesRahman, S.; Grigoriu, M.
Markov Model for Local and Global Damage Indices in Seismic Analysis.
National Center for Earthquake Engineering Research, Buffalo, NY.; National Science Foundation, Arlington, VA.; New York State Science and Technology Foundation, Albany., February 18, 1994, 258 p.
Keywords: ; Structural engineering; Risk assessment; Earthquake resistant structures; Structural vibration; Structural reliability; Mathematical models; Earthquake damage; Earthquake engineering; Hysteresis; Soil structure interactions; Stochastic processes; Structural analysis; Building codes; Markov processesHwang, H. H. M.; Huo, J. R.
Generation of Hazard-Consistent Fragility Curves for Seismic Loss Estimation Studies.
National Center for Earthquake Engineering Research, Buffalo, NY.; National Science Foundation, Arlington, VA.; New York State Science and Technology Foundation, Albany., June 14, 1994, 180 p.
Keywords: Damage assessment; Structural failure; Mathematical models; Earthquake damage; Earthquake engineering; Hazards; Fragility curves; Damage probability matrix; Estimation; Soil structure interactions; Nonlinear systems; Building codes; Soil mechanics; Earthquakes; Structural analysisWen, Y. K.; Hwang, H.; Shinozuka, M.
Development of Reliability-Based Design Criteria for Building under Seismic Load.
National Science Foundation, Arlington, VA.; New York State Science and Technology Foundation, Albany., August 1, 1994, 176 p.
Identifying Number(s): NCEER-94-0023
Keywords: Structural engineering; Probability; Earthquake resistant structures; Dynamic loads; Mathematical models; Reliability analysis; Structural design; Reliability-based design; Buildings; Earthquake engineering; Displacement; Nonlinear systems; Building codes; Design criteria; Structural analysis