NEHRP Clearinghouse

displaying 1321 - 1330 results in total 2187

  • Yao, J. T. P.
    Performance of Low Rise Buildings - Existing and New.
    National Science Foundation, Washington, DC. Engineering and Applied Science., July 1980, 17 p.
    Identifying Number(s): CE-STR-80-10
    Keywords: Damage assessment; Earthquake resistant structures; Low rise buildings; Dynamic response; Buildings; Earthquake engineering; Fuzzy theory; Earthquakes; Dynamic structural analysis

  • ['Mehrabi, A. B.', 'Shing, P. B.', 'Schuller, M. P.', 'Noland, J. L.']
    Performance of Masonry-Infilled R/C Frames under In-Plane Lateral Loads.
    National Science Foundation, Arlington, VA., October 1994, 272 p.
    Identifying Number(s): CU/SR-94/6
    Keywords: Infilled panels; Reinforced concrete; Lateral loads; Prototypes; Displacement; Shear stresses; Cyclic loads; Masonry; Finite element method; Failure modes; Strain gages; Stress strain relations; Structural failure; Algorithms; Earthquake damage; Concrete structures; Cracks; Structural components; Wall loading; Structural analysis; Cracking (Fracturing); Frames; Dynamic response; Earthquake engineering

  • ['Constantinou, M. C.', 'Whittaker, A. S.', 'Kalpakidis, Y.', 'Fenz, D. M.', 'Warn, G. P.']
    Performance of Seismic Isolation Hardware Under Service and Seismic Loading.
    Federal Highway Administration, Washington, DC.; National Science Foundation, Arlington, VA. Earthquake Engineering Research Centers Program., August 27, 2007, 472 p.
    Identifying Number(s): MCEER-07-0012
    Keywords: ; Elastomers; Seismic design; Bridges; Seismic loads; Testing; Damping; Performance evaluation; Earthquake engineering; Vibration isolators; Bearings; Loads (Forces); Seismic isolation; Mechanical properties

  • ['Roha, C.', 'Axley, J. W.', 'Bertero, V. V.']
    Performance of Stairways in Earthquakes.
    National Science Foundation, Washington, DC., September 1982, 146 p.
    Identifying Number(s): UCB/EERC-82/15
    Keywords: Seismic design; Earthquake resistant structures; Damage assessment; Structural design; Dynamic response; Buildings; Earthquake engineering; Stairways; Building codes; Earthquakes; Dynamic structural analysis

  • Lew, H. S.
    Performance of Structures during the Loma Prieta Earthquake of October 17, 1989.
    Geological Survey, Reston, VA., January 1990, 212 p.
    Identifying Number(s): NIST/SP-778
    Keywords: ; Collapse; Earthquake resistant structures; Failure; Dynamic structure analysis; Dynamic response; Buildings; Design standards; Highway bridges; Foundations; Building codes; Fire protection

  • ['Gulec, C. K.', 'Whittaker, A. S.']
    Performance-Based Assessment and Design of Squat Reinforced Concrete Shear Walls.
    National Science Foundation, Arlington, VA. Earthquake Engineering Research Centers Program., September 15, 2009, 664 p.
    Identifying Number(s): MCEER-09-0010
    Keywords: Reinforced concrete; Boundary elements; Walls; Ibarra-Krawinkler pinching model; Shear strength; Elevation; Finite elements; Loading (Structural); Stiffness degradation; Fatigue (Tests); Earthquakes

  • ['Astrella, M. J.', 'Whittaker, A. S.']
    Performance-Based Design Paradigm.
    National Science Foundation, Washington, DC., December 15, 2005, 162 p.
    Identifying Number(s): MCEER-05-0011
    Keywords: ; Seismic design; Buildings; Earthquake engineering; Performance; Structural analysis

  • ['Lockner, D.', 'Naka, H.', 'Tanaka, H.', 'Ito, H.', 'Ikeda, R.']
    Permeability and Strength of Core Samples from the Nojima Fault of the 1995 Kobe Earthquake.
    January 2006, 10 p.
    Keywords: ; Epicentral region; Drillholes; Permeability; Nojima fault; Awagi island; Fault zones; Core samples; Strength; Seismic effects; Kobe earthquake

  • Morrow, C. A.
    Permeability of Deep Drillhole Core Samples.
    January 2006, 10 p.
    Keywords: Fluid circulation; Drillholes; Extracted core samples; Permeability; Fault zone materials; Deep; Pressure sensitivity; Earthquakes; Crack-dominated fluid flows

  • ['Makris, N.', 'Gazetas, G.']
    Phase Wave Velocities and Displacement Phase Differences in a Harmonically Oscillating Pile.
    National Science Foundation, Washington, DC., July 8, 1991, 60 p.
    Identifying Number(s): NCEER-91-0010
    Keywords: ; Wave phases; Finite element method; Earthquake resistant structures; Bridges (Structures); Structural vibration; Mathematical models; Pile structures; Dynamic response; Earthquake engineering; Wave propagation; Vibration damping; Displacement; Soil-structure interactions; Dams; Soil mechanics