NEHRP Clearinghouse

displaying 1 - 10 results in total 14

  • Porter, M. L.; Sabri, A. A.; Khoury, R. Y.
    Plank Diaphragms in Masonry Structures.
    National Science Foundation, Arlington, VA., August 1993, 74 p.
    Keywords: Displacement; International cooperation; Loads (Forces); Damage assessment; Concrete slabs; Tensile stress; First major event load; Masonry; Earthquake resistant structures; Structural failure; Earthquake damage; Buildings; Cracks; Stiffness; Japan; Compressive strength; Floors; Walls; United States; Dynamic response; Earthquake engineering; Masonry buildings; Diaphragms (Mechanics); Reinforcement (Structures)

  • 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)

  • 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

  • Hwang, H. H. M.; Huo, J. R.
    Generation of Hazard-Consistent Fragility Curves for Seismic Loss Estimation Studies.
    National Center for Earthquake Engineering Research, Buffalo, NY.; National Science Foundation, Arlington, VA.; New York State Science and Technology Foundation, Albany., June 14, 1994, 180 p.
    Keywords: Damage assessment; Structural failure; Mathematical models; Earthquake damage; Earthquake engineering; Hazards; Fragility curves; Damage probability matrix; Estimation; Soil structure interactions; Nonlinear systems; Building codes; Soil mechanics; Earthquakes; Structural analysis

  • Wadia-Fascetti, S.; Smith, H. A.
    Adaptive Dynamic Analysis Considering Structural Lifespan: An Approach Based on Fuzzy Mathematics.
    National Science Foundation, Arlington, VA.; Shimizu Corp., Tokyo (Japan). Ohsaki Research Inst., August 1994, 171 p.
    Keywords: Fuzzy sets; Degradation; Structural engineering; Structural vibration; Structural failure; Earthquake damage; Dynamic response; Earthquake engineering; Uncertainty; Stiffness; Calibration; Structural response; Adaptive dynamic analysis; Errors; Structural analysis

  • Anagnos, T.; Rojahn, C.; Kiremidjian, A. S.
    NCEER-ATC Joint Study on Fragility of Buildings.
    National Science Foundation, Arlington, VA.; New York State Science and Technology Foundation, Albany., January 20, 1995, 120 p.
    Identifying Number(s): NCEER-95-0003
    Keywords: ; Fragility; Damage assessment; Structural failure; Structural reliability; Load carrying capacity; Earthquake damage; Buildings; Earthquake engineering; Ground motion; Structural response; Seismic effects

  • Pekcan, G.; Mander, J. B.; Chen, S. S.
    Experimental and Analytical Study of Low-Cycle Fatigue Behavior of Semi-Rigid Top-And-Seat Angle Connections.
    National Science Foundation, Arlington, VA.; New York State Science and Technology Foundation, Albany., January 5, 1995, 129 p.
    Identifying Number(s): NCEER-95-0002
    Keywords: ; Structural engineering; Earthquake resistant structures; Steel structures; Structural failure; Fatigue life; Construction materials; Dynamic response; Earthquake engineering; Fatigue (Materials); Connectors; Cyclic loads; Loads (Forces); Structural analysis

  • Singhal, A.; Kiremidjian, A. S.
    Method for Developing Motion Damage Relationships for Reinforced Concrete Frames, May 1995.
    National Science Foundation, Washington, DC.; New York State Science and Technology Foundation, Albany., May 11, 1995, 124 p.
    Keywords: ; Earthquake resistant structures; Reinforced concrete; Structural failure; Matrices (Mathematics); Mathematical models; Earthquake damage; Dynamic response; Ground motion; Concrete structures; Earthquake engineering; Structural components

  • 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: Seismic design; Framed structures; Flexibility; Displacement; Soil-structure interactions; Damage assessment; Shear walls; Nonlinear systems; Masonry; Structural vibration; Structural failure; Retrofitting; Earthquake damage; Buildings; Seismic effects; Vibration tests; Model tests; Dynamic response; Earthquake engineering; Nonlinear dynamics; Diaphragms (Mechanics); Dynamic structural analysis

  • Singhal, A.; Kiremidjian, A. S.
    Method for Earthquake Motion-Damage Relationships with Application to Reinforced Concrete Frames.
    National Center for Earthquake Engineering Research, Buffalo, NY.; National Science Foundation, Arlington, VA., September 10, 1997, 256 p.
    Keywords: ; Reinforced concrete; Sensitivity analysis; Gaussian processes; Soil-structure interactions; Fragility; Damage assessment; Bayes theorem; Mathematical models; Autoregressive processes; Probability; Structural failure; Earthquake damage; Concrete structures; Monte Carlo method; Seismic effects; Structural components; Frames; Dynamic response; Ground motion; Earthquake engineering