NEHRP Clearinghouse

displaying 81 - 90 results in total 101

  • 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: Compression tests; Tests; Lateral loads; Earthquake engineering; Masonry; Seismic design; Lateral pressure; Concrete blocks; TCCMAR (Technical Coordinating Committee on Masonry Research); Bricks

  • Leiva, G.; Klingner, R. E.
    In-Plane Seismic Resistance of Two-Story Concrete Masonry Shear Walls with Openings.
    National Science Foundation, Washington, DC., August 1991, 319 p.
    Identifying Number(s): REPT-3.1(C)-2
    Keywords: Grout; Failure; Computer programming; Earthquake resistant buildings; Masonry; Loads (Forces); Test methods; Instrumentation; Flexural strength; Reinforced concrete; Walls; Strain measurement; Structural members; Design criteria; Construction; Axial stress; Mathematical models; Coupled walls; Deformation; Shear stress; Cantilever walls

  • U.S. Coordinated Program for Masonry Building Research: Summary Report. September 1985-August 1986.
    National Science Foundation, Washington, DC., January 1986, 135 p.
    Identifying Number(s): REPT-11.1-1
    Keywords: International cooperation; Research management; Buildings; Earthquake engineering; USA; Masonry; TCCMAR (Technical Coordinating Committee for Masonry Research); Bilateral agreements; Design standards; Concrete blocks; Japan; Research projects; Bricks

  • Shapiro, D.; Uzarski, J.; Webster, M.; Angel, R.; Abrams, D.
    Estimating Out-of-Plane Strength of Cracked Masonry Infills.
    National Science Foundation, Washington, DC., March 1994, 20 p.
    Identifying Number(s): UILU-ENG-94-2004
    Keywords: ; Bridging; Earthquake engineering; Cracking (Fracturing); Masonry; Seismic design; Lateral pressure; Frames; Mechanical properties; Reinforced concrete; Strength; Retrofitting

  • Tena-Colunga, A.; Abrams, D. P.
    Response of an Instrumented Masonry Shear Wall Building with Flexible Diaphragms during the Loma Prieta Earthquake.
    National Science Foundation, Washington, DC., December 1992, 112 p.
    Identifying Number(s): UILU-ENG-92-2025
    Keywords: Dynamic response; Loma Prieta earthquake; Earthquake engineering; Masonry; Walls; Office buildings; Palo Alto (California); Diaphragms (Mechanics); Shear strength

  • Ewing, R. D.; Johnson, A. W.; Kariotis, J. C.
    Methodology for Mitigation of Seismic Hazards in Existing Unreinforced Masonry Buildings: The Methodology (Revised).
    National Science Foundation, Washington, DC., January 1984, 208 p.
    Identifying Number(s): ABK-TR-08
    Keywords: Seismic waves; Dynamic structural analysis; Ground motion; Buildings; Hazards; Earthquake engineering; Earthquake resistant structures; Masonry; Earthquakes; Methodology; Seismic risk

  • Lagorio, H. J.; Gavarini, C.; Scalzi, J. B.
    Seismic Repair and Retrofit of Existing Buildings. Proceedings of a Joint USA/Italy Workshop Held at Rome, Italy on May 7-11, 1984.
    National Science Foundation, Washington, DC., May 1985, 217 p.
    Keywords: Foreign technology; Buildings; Earthquake engineering; Meetings; Masonry; Seismic design; Reinforced concrete; Rehabilitation; Retrofitting

  • Limin, H.; Priestley, M. J. N.
    Seismic Behavior of Flanged Masonry Shear Walls.
    National Science Foundation, Washington, DC. Directorate for Engineering., May 1988, 134 p.
    Keywords: ; Dynamic response; Ductility; Loads (Forces); Masonry; Earthquakes; Graphs (Charts); Flexural strength; Mechanical properties; Walls; Stiffness; Dynamic structural analysis

  • Rao, R. S.; Gergely, P.; White, R. N.
    Retrofit of Non-Ductile Reinforced Concrete Frames Using Friction Dampers.
    National Science Foundation, Arlington, VA.; New York State Science and Technology Foundation, Albany., December 22, 1995, 187 p.
    Identifying Number(s): NCEER-95-0020
    Keywords: ; Time series analysis; Vibration isolators; Friction; Earthquake engineering; Masonry; Ducitility; Seismic design; Structural vibration; Reinforced concrete; Vibration damping; Vibration tests; Load bearing capacity; Framed structures; Cyclic loads; Nonlinear systems; Bracing; Dynamic structural analysis

  • Costley, A. C.; Abrams, D. P.
    Dynamic Response of Unreinforced Masonry Buildings with Flexible Diaphragms.
    National Center for Earthquake Engineering Research, Buffalo, NY.; National Science Foundation, Arlington, VA., October 10, 1996, 326 p.
    Keywords: Damage assessment; Seismic design; Soil-structure interactions; Diaphragms (Mechanics); Earthquake damage; Shear walls; Structural failure; Retrofitting; Nonlinear dynamics; Buildings; Earthquake engineering; Seismic effects; Flexibility; Displacement; Model tests; Vibration tests; Framed structures; Nonlinear systems; Dynamic structural analysis; Dynamic response; Masonry; Structural vibration