NEHRP Clearinghouse

displaying 21 - 30 results in total 50

  • Chrysostomou, C. Z.; Gergely, P.; Abel, J. F.
    Preliminary Studies of the Effects of Degrading Infill Walls on the Nonlinear Seismic Response of Steel Frames.
    National Science Foundation, Washington, DC., December 19, 1988, 100 p.
    Identifying Number(s): NCEER-88-0046
    Keywords: Earthquake resistant structures; Framed structures; Steel structures; Lateral pressure; Loads (Forces); Earthquake engineering; Seismic response; Infill walls; Charts (Graphs); Nonlinear systems; Structural analysis

  • O'Rourke, T. D.; Lane, P. A.
    Liquefaction Hazards and Their Effects on Buried Pipelines.
    National Science Foundation, Washington, DC., February 1, 1989, 204 p.
    Identifying Number(s): NCEER-89-0007
    Keywords: ; Dynamic loads; Vibration; Graphs (Charts); Liquefaction; Soil pressure; Displacement; Soil properties; Pipelines; Underground drains; Earthquakes; Lateral pressure

  • Hejal, R.; Chopra, A. K.
    Earthquake Response of Torsionally-Coupled Buildings.
    National Science Foundation, Washington, DC., December 1987, 354 p.
    Identifying Number(s): UCB/EERC-87/20
    Keywords: Response spectra; Framed structures; Eccentricity; Elastic analysis; Earthquake engineering; Shear modulus; Stiffness; Static structural analysis; Lateral pressure

  • Winters, 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 analysis

  • Shing, P. B.; Noland, J. L.; Spaeh, H. P.; Klamerus, E. W.; Schuller, M. P.
    Response of Single-Story Reinforced Masonry Shear Walls to in-Plane Lateral Loads.
    National Science Foundation, Washington, DC., January 1991, 150 p.
    Identifying Number(s): REPT-3.1(A)-2
    Keywords: Masonry; Seismic design; Compression tests; Lateral loads; Concrete blocks; TCCMAR (Technical Coordinating Committee on Masonry Research); Earthquake engineering; Bricks; Tests; Lateral pressure

  • Hamid, A. A.; Abboud, B. E.; Farah, M. W.; Hatem, M. K.; Harris, H. G.
    Response of Reinforced Block Masonry Walls to Out-of-Plane Static Loads.
    National Science Foundation, Washington, DC., September 1989, 130 p.
    Identifying Number(s): REPT-3.2(A)
    Keywords: ; Masonry; Cracking (Fracturing); Seismic design; Walls; Reinforcing steels; Earthquake engineering; Eccentrics; Loads (Forces); Lateral pressure

  • Porter, M. L.; Sabri, A. A.
    Plank Diaphragm Characteristics.
    National Science Foundation, Washington, DC., July 1990, 238 p.
    Identifying Number(s): REPT-5.1-1
    Keywords: ; Masonry; Prestressed concrete; Seismic design; Buildings; Earthquake engineering; Concrete slabs; Diaphragms (Mechanics); Lateral pressure

  • Hart, G. C.; Zorapapel, G. T.
    Reliability of Concrete Masonry Wall Structures.
    National Science Foundation, Washington, DC., December 1991, 232 p.
    Identifying Number(s): REPT-8.2-1
    Keywords: ; Masonry; Seismic design; Axial stress; Research management; Walls; Concrete structures; Earthquake engineering; Reliability; Lateral pressure

  • Seible, F.
    Japanese Five-Story Full Scale Reinforced Masonry Building Test.
    National Science Foundation, Washington, DC., January 1988, 122 p.
    Identifying Number(s): REPT-9.2-3
    Keywords: ; Masonry; Research management; USA; Buildings; Earthquake engineering; International cooperation; Tests; Japan; Lateral pressure

  • Saiidi, M.; Maragakis, E.; Abdel-Ghaffar, S.; Feng, S.; O'Connor, D.
    Response of Bridge Hinge Restrainers during Earthquakes: Field Performance, Analysis, and Design.
    California State Dept. of Transportation, Sacramento.; National Science Foundation, Washington, DC.; Nevada Dept. of Transportation, Carson City., May 1993, 140 p.
    Identifying Number(s): CCEER-93-6
    Keywords: Bridges; Seismic design; Research projects; California; Hinges; Computerized simulation; Retrofitting; Restrainers; Ground motion; Loma Prieta earthquake; Earthquake engineering; Lateral pressure