NEHRP Clearinghouse

displaying 31 - 40 results in total 50

  • Seible, F.; Hegemier, G. A.; Priestley, M. J. N.; Kingsley, G. R.; Kurkchubasche, A. G.; Igarashi, A.
    U.S.-TCCMAR 5-Story Full-Scale Masonry Research Building Test. Preliminary Report.
    National Science Foundation, Arlington, VA., October 1992, 68 p.
    Keywords: Construction materials; Displacement; International cooperation; Damage assessment; Concrete slabs; Ductility; Masonry; Earthquake resistant structures; Structural vibration; Structural failure; Earthquake damage; Buildings; Structural design criteria; Cracks; Japan; Walls; United States; Dynamic response; Earthquake engineering; Masonry buildings; Reinforcement (Structures)

  • Rahnama, M.; Krawinkler, H.
    Effects of Soft Soil and Hysteresis Model on Seismic Demands.
    National Science Foundation, Arlington, VA.; Kajima Corp., Tokyo (Japan)., July 1993, 249 p.
    Keywords: ; Earthquake resistant structures; Mathematical models; Structural design; Dynamic response; Strain hardening; Earthquake engineering; Ground motion; Hysteresis; Displacement; Soil structure interactions; Stiffness; Nonlinear systems; Ductility; Soil mechanics; Structural analysis

  • Chai, Y. H.; Priestley, M. J. N.; Seible, F.
    Flexural Retrofit of Circular Reinforced Concrete Bridge Columns by Steel Jacketing. Experimental Studies.
    California State Dept. of Transportation, Sacramento. Office of Structures Design.; California State Business and Transportation Agency, Los Angeles.; Federal Highway Administration, Sacramento, CA. California Div.; National Science Foundation, Arlington, VA., October 1991, 172 p.
    Identifying Number(s): UCSD/SSRP-91/06
    Keywords: ; Reinforced concrete; Columns (Supports); Deflection; Bridge maintenance; Design analysis; Ductility; Earthquake resistant structures; Retrofitting; Earthquake damage; Buckling; Highway bridges; Structural steels; Circular bodies; Bridge design; Highway maintenance; Structural analysis; Reinforcing materials; Flexural strength; Earthquake engineering; Bending moments; Reinforcement (Structures)

  • Cheng, F. Y.; Lou, K.; Sheng, L. H.
    Collapse Studies of Mission-Gothic Undercrossing and Bull Creek Canyon Channel Bridge during the January 17, 1994 Northridge Earthquake.
    National Science Foundation, Arlington, VA., August 1996, 137 p.
    Identifying Number(s): CIVIL ENGINEERING STUDY-96-6
    Keywords: Columns (Supports); Bending; Displacement; Structural members; Nonlinearity; Damage assessment; Failure analysis; Dynamic strucutral analysis; Reinforced concretes; Ductility; Flared columns; Finite element method; Soil-strucutre interactions; Earthquake damage; Highway bridges; Seismic effects; Cracking (Fracturing); Collapse; Dynamic response; Ground motion; Northridge Earthquake

  • Cheng, F. Y.; Yang, J. S.
    Hysteresis Rules and Design Parameter Assessment of RC Low-Rise Shear Walls and Buildings with Openings.
    National Science Foundation, Arlington, VA., August 1996, 378 p.
    Identifying Number(s): STRUCTURAL SER-96-1
    Keywords: Cracking (Fracturing); Shear walls; California; Walls; Buildings; Loma Prieta earthquake; Earthquake engineering; Shear stress; Hysteresis; Building codes; Ductility; Dynamic structural analysis

  • Earthquake Engineering Research at Berkeley, 1996.
    Applied Technology Council, Berkeley, CA.; Business, Transportation and Housing Agency, Sacramento, CA.; California Seismic Safety Commission, Sacramento.; Federal Emergency Management Agency, Washington, DC., February 1997, 256 p.
    Identifying Number(s): UCB/EERC-96/01
    Keywords: ; Bridges (Structures); Reinforced concrete; Steel structures; Displacement; Soil-structure interactions; Dams; Seismic isolation; Earthquake resistance structures; Vibration damping; Design analysis; Vibration isolators; Ductility; Research projects; Meetings; Design criteria; Steel construction; Tension; Ground motion; Earthquake engineering; Dynamic structural analysis

  • Anderson, J. C.; Bertero, V. V.
    Implications of the Landers and Big Bear Earthquakes on Earthquake Resistant Design of Structures.
    National Science Foundation, Arlington, VA., July 1997, 110 p.
    Identifying Number(s): UCB/EERC-97/08
    Keywords: Seismic design; Damage assessment; California; Ground motion; Earthquake engineering; Big Bear (California); Landers (California); Buildings; Soil-structure interactions; San Bernandina Mountains; Mojave desert; Ductility

  • Khashaee, P.; Mohraz, B.; SAdek, F.; Lew, H. S.; Gross, J. L.
    Distribution of Earthquake Input Energy in Structures.
    January 2003, 98 p.
    Identifying Number(s): NISTIR-6903
    Keywords: ; Seismic design; Damage assessment; Damping; Ground motion; Earthquake engineering; Buildings; Hysteresis; Accelerometers; Ductility; Structural analysis

  • Cheok, G. S.; Lew, H. S.
    Performance of 1/3-Scale Model Precast Concrete Beam-Column Connections Subjected to Cyclic Inelastic Loads. Report No. 2.
    June 1991, 92 p.
    Identifying Number(s): NISTIR-4589
    Keywords: ; Earthquake resistant structures; Beams (Supports); Failure; Precast concrete; Construction joints; Model tests; Concrete structures; Earthquake engineering; Cyclic loads; Ductility; Concrete construction

  • Cheok, G. S.; Stone, W. C.
    Performance of 1/3-Scale Model Precast Concrete Beam-Column Connections Subjected to Cyclic Inelastic Loads. Report No. 3.
    Concrete Research Council, Detroit, MI., August 1993, 142 p.
    Identifying Number(s): NISTIR-5246
    Keywords: ; Earthquake resistant structures; Beams (Supports); Failure; Precast concrete; Construction joints; Model tests; Concrete structures; Earthquake engineering; Cyclic loads; Ductility; Concrete construction