NEHRP Clearinghouse

displaying 51 - 60 results in total 70

  • 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: ; Seismic design; Reinforced concrete; Framed structures; Buildings; Concrete structures; Earthquake engineering; Cyclic loads

  • Aktan, A. E.; Miller, R.; Shahrooz, B.; Zwick, M.; Heckenmueller, M.; Ho, I.; Hrinko, W.; Toksoy, T.
    Nondestructive and Destructive Testing of a Reinforced Concrete Slab Bridge and Associated Analytical Studies.
    Federal Highway Administration, Washington, DC.; Ohio Dept. of Transportation, Columbus.; National Science Foundation, Washington, DC., December 1992, 350 p.
    Identifying Number(s): UC-CII-92-02
    Keywords: ; Nonlinear analysis; Reinforced concrete; Bridge inspection; Moments; Bridge maintenance; Bridge failures; Finite element analysis; Concrete structures; Nondestructive tests; Bridge tests; Destructive tests; Load bearing tests; Loads (Forces); 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

  • 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

  • Reinhorn, A. M.; Madan, A.; Valles, R. E.; Reichmann, Y.; Mander, J. B.
    Modeling of Masonry Infill Panels for Structural Analysis.
    National Science Foundation, Arlington, VA.; New York State Science and Technology Foundation, Albany., December 8, 1995, 86 p.
    Identifying Number(s): NCEER-95-0018
    Keywords: ; Nonlinear analysis; Seismic waves; Hysteresis; Structural members; Mathematical models; Cyclic loads; Seismic loads; Structural vibration; Static loads; Earthquake damage; Concrete structures; Stiffness; Seismic effects; Cracking (Fracturing); Dynamic response; Ground motion; Mechanical properties; 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

  • Cheok, G. S.; Lew, H. S.
    Performance of 1/3-Scale Model Precast Concrete Beam-Column Connections Subjected to Cyclic Inelastic Loads.
    October 1990, 110 p.
    Identifying Number(s): NISTIR-4433
    Keywords: ; Earthquake resistant structures; Beams (Supports); Precast concrete; Columns (Supports); Experimental data; Model tests; Joints (Junctions); Concrete structures; Cyclic loads; Displacement; 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

  • 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: ; Failure modes; Earthquake resistant structures; Beams (Supports); Precast concrete; Construction joints; Structural failure; Compressive strength; Model tests; Concrete structures; Earthquake engineering; Cyclic loads; Stress analysis; Structural analysis