NEHRP Clearinghouse

displaying 21 - 30 results in total 120

  • Wallace, J. W.; Moehle, J. P.
    Chile Earthquake, 1985: An Evaluation of Structural Requirements for Bearing Wall Buildings.
    National Science Foundation, Washington, DC., July 1989, 303 p.
    Identifying Number(s): UCB/EERC-89/05
    Keywords: ; Structural engineering; Earthquake resistant structures; Earth movements; Walls; Structural design; Earthquake damage; Buildings; Earthquake engineering; Dynamic response; Chile; Soil-structure interactions; Earthquakes

  • Seed, H. B.; Sun, J. I.
    Implications of Site Effects in the Mexico City Earthquake of September 19, 1985 for Earthquake-Resistant Design Criteria in the San Francisco Bay Area of California.
    National Science Foundation, Washington, DC., March 1989, 138 p.
    Identifying Number(s): UCB/EERC-89/03
    Keywords: Earthquake resistant structures; Structural vibration; Seismic waves; Earth movements; Structural design; Mexico City Earthquake; Earthquake damage; Earthquake engineering; Earthquakes; San Francisco (California); Soil-structure interactions; Soil profiles; Building codes; Design criteria

  • Zayas, V.; Low, S.; Bozzo, L.; Mahin, S.
    Feasibility and Performance Studies on Improving the Earthquake Resistance of New and Existing Buildings Using the Friction Pendulum System.
    National Science Foundation, Washington, DC., September 1989, 308 p.
    Identifying Number(s): UCB/EERC-89/09
    Keywords: Seismic design; Loads (Forces); Structural members; Mathematical models; Performance evaluation; Vibration damping; Vibration isolators; Earthquake resistant structures; Structural vibration; Earthquake damage; Structural design; Buildings; Feasibility studies; Rehabilitation; Friction Pendulum System; Pendulums; Friction; Dynamic response; Earthquake engineering; Cost effectiveness

  • Straw, D. L.; Saiidi, M.; O'Connor, D. N.
    Scale Model Testing of One-Way Reinforced Concrete Pier Hinges Subjected to Combined Axial Force, Shear and Flexure.
    National Science Foundation, Washington, DC., March 1992, 47 p.
    Identifying Number(s): CCEER-92-1
    Keywords: ; Reinforced concrete; Deformation; Hinges; Structural vibration; Seismic waves; Reinforcing steels; Model tests; Dynamic response; Earthquake damage; Earthquake engineering; Shear properties; Bridge piers; Displacement; Cyclic loads; Computer programs; Loads (Forces); Structural members

  • Araya, R.; Der Kiureghian, A.
    Seismic Hazard Analysis: Improved Models, Uncertainties and Sensitivities.
    National Science Foundation, Washington, DC., March 1988, 167 p.
    Identifying Number(s): UCB/EERC-90/11
    Keywords: ; Probability theory; Intensity; Seismic waves; Seismic events; Mathematical models; Earth movements; Earthquake damage; Risk; Earthquake engineering; Hazards; Estimation

  • Hamada, M.; O'Rourke, T.
    Case Studies of Liquefaction and Lifeline Performance during Past Earthquakes. Volume 1. Japanese Case Studies.
    National Science Foundation, Washington, DC., February 17, 1992, 430 p.
    Identifying Number(s): NCEER-92-0001
    Keywords: Kanto earthquake; Soils; Deformation; Luzon earthquake; Niigata earthquake; Earthquake damage; Foreign technology; Earth movement; Earthquake engineering; Fukui earthquake; Liquefaction; Soil dynamics; Soil properties; Nihonkai-Chubu earthquake; Case studies; Japan; Earthquakes; Soil structure

  • O'Rourke, T. D.; Hamada, M.
    Case Studies of Liquefaction and Lifeline Performance during Past Earthquakes. Volume 2. United States Case Studies.
    National Science Foundation, Washington, DC., February 17, 1992, 594 p.
    Identifying Number(s): NCEER-92-0002
    Keywords: Anchorage earthquake; San Francisco earthquake; Deformation; Imperial Valley earthquakes; Earthquake damage; United States; San Fernando earthquake; Loma Prieta earthquake; Earth movement; Earthquake engineering; Liquefaction; Soil dynamics; Soil properties; Case studies; Earthquakes; Soil structure

  • Downs, R. E.; Hjelmstad, K. D.; Foutch, D. A.
    Evaluation of Two RC Buildings Retrofit with Steel Bracing.
    National Science Foundation, Washington, DC., November 1991, 355 p.
    Identifying Number(s): ['UILU-ENG-91-2011', 'STRUCTURAL RESEARCH SER-563']
    Keywords: ; Finite element method; Reinforcing materials; Earthquake resistant structures; Reinforced concrete; Structural vibration; Retrofitting; Mexico; Reinforcing steels; Earthquake damage; Dynamic response; Buildings; Earthquake engineering; Concrete structures; Soil-structure interactions; Computer programs; Reinforcement (Structures); Structural analysis

  • Poland, C. D.; Malley, J. O.
    Procedure for the Seismic Evaluation of Buildings in the Central and Eastern United States.
    National Science Foundation, Washington, DC.; New York State Science and Technology Foundation, Albany., April 2, 1992, 469 p.
    Identifying Number(s): NCEER-92-0008
    Keywords: Evaluation; Dynamic loads; Structural vibration; Earthquake resistance; Steel structures; Central plains region (United States); Earthquake damage; Dynamic response; Buildings; Eastern region (United States); Earthquake engineering; Hazards; Concrete structures; Structural analysis

  • 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 analysis