NEHRP Clearinghouse

displaying 1 - 4 results in total 4

  • ['Reinhorn, A. M.', 'Soong, T. T.', 'Lin, R. C.', 'Riley, M. A.', 'Wang, Y. P.']
    Active Bracing System: A Full Scale Implementation of Active Control.
    National Science Foundation, Washington, DC., August 14, 1992, 113 p.
    Identifying Number(s): NCEER-92-0020
    Keywords: ; Earthquake resistant structures; Braces; Structural vibration; Earthquake resistance; Specifications; Algorithms; Mathematical models; Bracing; Actuators; Dynamic response; Buildings; Earthquake engineering; Active control; Servomechanisms; Loads (Forces); Seismic effects; Earthquakes

  • ['Riley, M. A.', 'Sadek, F.']
    Experimental Testing of Roof to Wall Connections in Wood Frame Houses.
    April 2003, 82 p.
    Identifying Number(s): NISTIR-6938
    Keywords: ; Hurricanes; Damage; Construction materials; Wind; Environmental testing; Houses; Climate; Dynamic tests; Hazards; Residential buildings; Seismic loads; Natural disasters; Wooden structures; Structural analysis; Roofs; Joints; Walls; Earthquakes

  • Riley, M. A.
    Energy Dissipation Devices for Bridges with Steel Superstructures.
    Multidisciplinary Center for Earthquake Engineering Research, Buffalo, NY.; Federal Highway Administration, Washington, DC., April 2003, 56 p.
    Identifying Number(s): NISTIR-6937
    Keywords: Bridges (Structures); Scale model bridges; Configurations; Earthquake engineering; Energy dissipation devices; Bridge models; Responses; Dampers; Control devices; Numerical models; Steel superstructures

  • ['Sadek, F.', 'Mohraz, B.', 'Riley, M. A.']
    Linear Static and Dynamic Procedures for Structures with Velocity-Dependent Supplemental Dampers.
    May 1999, 60 p.
    Identifying Number(s): NISTIR-6329
    Keywords: Seismic effects; Structural vibration; Earthquake resistance; Performance evaluation; Degrees of freedom; Structural response; Energy dissipation; Static response; Vibration damping; Design analysis; Passive systems; Dampers; Building codes; Linearity; Dynamic structural analysis