NEHRP Clearinghouse

displaying 1 - 10 results in total 70

  • Mostafa, K.; Sanders, D.; Saiidi, M. S.
    Impact of Aspect Ratio on Two-Column Bent Seismic Performance.
    California State Dept. of Transportation, Sacramento.; National Science Foundation, Washington, DC., March 2004, 594 p.
    Identifying Number(s): CCEER-04-03
    Keywords: ; Hinges; Performance evaluation; Static loads; Loads (Forces); Earthquakes; Joints (Junctions); Beam tests; Seismic effects; Impact; Design criteria; Columns (Supports); Concrete structures; Bridges (Structures)

  • Cheok, G. S.; Stone, W. C.
    Performance of 1/3-Scale Model Precast Concrete Beam-Column Connections Subjected to Cyclic Inelastic Loads. Report No. 4.
    June 1994, 74 p.
    Identifying Number(s): NISTIR-5436
    Keywords: ; Earthquake resistant structures; Beams (Supports); Earthquake engineering; Stress analysis; Failure modes; Structural failure; Precast concrete; Model tests; Concrete structures; Structural analysis; Construction joints; Cyclic loads; Compressive strength

  • 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: Soil-structure interactions; Earth movements; Structural members; Elastic analysis; Fourier transformation; Earthquake damage; Ductility; Building codes; Earthquake engineering; Reinforced concrete; Seismic effects; Displacement; Spectrum analysis; California; Framed structures; Dynamic structural analysis; Dynamic response; Earthquake resistant structures; Loads (Forces); Structural vibration; Whittier Narrows Earthquake; Concrete structures

  • Beres, A.; El-Borgi, S.; White, R. N.; Gergely, P.
    Experimental Results of Repaired and Retrofitted Beam-Column Joint Tests in Lightly Reinforced Concrete Frame Buildings.
    New York State Science and Technology Foundation, Albany.; National Science Foundation, Washington, DC., October 29, 1992, 85 p.
    Identifying Number(s): NCEER-92-0025
    Keywords: ; Buildings; Earthquake engineering; Seismic design; Reinforced concrete; Concrete structures; Cyclic loads; Framed structures

  • Fujikura, S.; Bruneau, M.
    Experimental and Analytical Investigation of Blast Performance of Seismically Resistant Bridge Piers.
    Federal Highway Administration, Washington, DC.; National Science Foundation, Arlington, VA. Earthquake Engineering Research Centers Program., December 8, 2008, 346 p.
    Identifying Number(s): MCEER-08-0028
    Keywords: Blast performance; Analytical investigations; Experimental investigations; Earthquake engineering; Blasting; Highway bridges; Bridge piers; Earthquake hazards; Blast hazards; Bridges (Structures); Concrete structures; Deformation; Columns (Supports); Design processes; Seismically resistant

  • El-Aidi, B.
    Nonlinear Earthquake Response of Concrete Gravity Dam Systems.
    National Science Foundation, Washington, DC., August 21, 1988, 202 p.
    Identifying Number(s): EERL-88-02
    Keywords: ; Gravity dams; Response; Cracking (Fracturing); Viscoelasticity; Earthquakes; Cavitation; Rigid foundations; Tensile stress; Displacement; Concrete structures; Mathematical models

  • Hong, S. T.; Whitman, R. V.
    Optimum Seismic Protection for New Building Construction in Eastern Metropolitan Areas. Ductility Requirements of Multidegree Freedom Systems.
    National Science Foundation, Washington, DC. Engineering and Applied Science., June 1973, 39 p.
    Identifying Number(s): INTERNAL STUDY-35
    Keywords: Ground motion; Buildings; Time series analysis; Earthquake engineering; Earthquake resistant structures; Stress analysis; Ductility tests; Steel structures; Computer applications; Degrees of freedom; Graphic methods; Concrete structures; Tall buildings; Dynamic structural analysis

  • Lukose, K.; Gergely, P.; White, R. N.
    A Study of Lapped Splices in Reinforced Concrete Columns Under Severe Cyclic Loads: Progress Report.
    National Science Foundation, Washington, DC. Office of Planning and Resources Management., July 1981, 223 p.
    Keywords: Earthquake engineering; Reinforcing steels; Earthquake resistant structures; Splices; Lapped splices; Columns (Supports); Concrete structures; Dynamic loads; Cyclic loads

  • Derecho, A. T.; Iqbal, M.; Ghosh, S. K.; Fintel, M.; Corley, W. G.
    Structural Walls in Earthquake-Resistant Buildings: Dynamic Analysis of Isolated Structural Walls. Development of Design Procedure - Design Force Levels.
    National Science Foundation, Washington, DC., July 1981, 366 p.
    Keywords: Dynamic response; Ground motion; Buildings; Earthquake engineering; Earthquake resistant structures; Structural design; Reinforced concrete; Shear walls; Walls; Concrete structures; Computer aided analysis; DRIN-2D computer program; Dynamic structural analysis

  • White, R. N.; Gergely, P.
    Shear Transfer in Thick Walled Reinforced Concrete Structures Under Seismic Loading.
    National Science Foundation, Washington, DC. Applied Science and Research Applications., May 1978, 248 p.
    Identifying Number(s): 78-2
    Keywords: Dynamic response; Computer programs; Earthquake resistant structures; Earthquake engineering; Structural design; Shear stresses; Walls; Earth movements; Concrete structures; Seismic loads; Computer aided design; Dynamic structural analysis