NEHRP Clearinghouse

displaying 81 - 90 results in total 228

  • Corazao, M.; Durrani, A. J.
    Repair and Strengthening of Beam-to-Column Connections Subjected to Earthquake Loading.
    National Science Foundation, Washington, DC., February 28, 1989, 119 p.
    Identifying Number(s): NCEER-89-0013
    Keywords: Ductility; Elastic properties; Earthquake resistant structures; Beams (Supports); Loads (Forces); Graphs (Charts); Structural design; Mechanical properties; Reinforced concrete; Earthquakes engineering; Columns (Supports); Dynamic structural analysis

  • Krishnamoorthy, G.; Ho, C. H.; Nunn, R.
    Earthquake Response and Damage Prediction of Reinforced Concrete Masonry Multistory Buildings: Modification of NONSAP for Kinematic Input.
    National Science Foundation, Washington, D.C. Research Applied to National Needs., August 1975, 33 p.
    Identifying Number(s): AMES-NSF-TR-75-3
    Keywords: Computer programming; Dynamic response; Buildings; NONSAP computer program; Earthquake resistant structures; Numerical integration; Earthquakes; Reinforced concrete; Finite element analysis; Kinematics; Dynamic structural analysis

  • Lybas, J. M.; Sozen, M. A.
    Effect of Beam Strength and Stiffness on Dynamic Behavior of Reinforced Concrete Coupled Walls. Volume 1: Text.
    National Science Foundation, Washington, D.C. Research Applied to National Needs., July 1977, 256 p.
    Identifying Number(s): ['STRUCTURAL RESEARCH SER-444-VOL-1', 'UILU-ENG-77-2016-VOL-1']
    Keywords: Computer programming; Ground motion; Earthquake engineering; Earthquake resistant structures; Loads (Forces); Earthquakes; Reinforced concrete; Walls; Concrete construction; Seismic loads; Seismic waves

  • Hwang, H. H. M.; Hsu, H. M.
    Study of Reliability-Based Criteria for Seismic Design of Reinforced Concrete Frame Buildings.
    National Science Foundation, Washington, DC., August 10, 1991, 188 p.
    Identifying Number(s): NCEER-91-0023
    Keywords: ; Reliability; Dynamic response; Risk; Earthquake engineering; Earthquake resistant structures; Loads (Forces); Reinforced concrete; Design criteria; Concrete construction; Design standards; Mathematical models; Framed structures; Seismic waves

  • El-Attar, A. G.; White, R. N.; Gergely, P.
    Shake Table Test of a 1/8 Scale Three-Story Lightly Reinforced Concrete Building.
    National Science Foundation, Washington, DC.; National Center for Earthquake Engineering Research, Buffalo, NY., February 28, 1991, 175 p.
    Keywords: Dynamic response; Design analysis; Buildings; Earthquake engineering; Loads (Forces); Structural vibration; Reinforced concrete; Test facilities; Structural members; Displacement; Model tests; Concrete structures; Vibration tests; Structural analysis; Shake Table Tests; Bending moments

  • Choudhuri, D.; Mander, J. B.; Reinhorn, A. M.
    Evaluation of Seismic Retrofit of Reinforced Concrete Frame Structures: Part 1. Experimental Performance of Retrofitted Subassemblages.
    National Science Foundation, Washington, DC.; New York State Science and Technology Foundation, Albany., December 8, 1992, 132 p.
    Identifying Number(s): NCEER-92-0030
    Keywords: ; Dynamic response; Ground motion; Dynamic structural analysis; Earthquake resistant structures; Earthquake engineering; Loads (Forces); Structural design; Reinforced concrete; Seismic effects; Elastic analysis; Concrete structures; Framed structures; Seismic waves

  • Leiva, G.; Klingner, R. E.
    In-Plane Seismic Resistance of Two-Story Concrete Masonry Shear Walls with Openings.
    National Science Foundation, Washington, DC., August 1991, 319 p.
    Identifying Number(s): REPT-3.1(C)-2
    Keywords: Grout; Failure; Computer programming; Earthquake resistant buildings; Masonry; Loads (Forces); Test methods; Instrumentation; Flexural strength; Reinforced concrete; Walls; Strain measurement; Structural members; Design criteria; Construction; Axial stress; Mathematical models; Coupled walls; Deformation; Shear stress; Cantilever walls

  • Bracci, J. M.; Reinhorn, A. M.; Mander, J. B.
    Seismic Resistance of Reinforced Concrete Frame Structures Designed Only for Gravity Loads: Part 1. Design and Properties of a One-Third Scale Model Structure.
    New York State Science and Technology Foundation, Albany.; National Science Foundation, Washington, DC., December 1, 1992, 181 p.
    Identifying Number(s): NCEER-92-0027
    Keywords: ; Retrofitting; Earthquake engineering; Beams (Supports); Loads (Forces); Seismic design; Reinforced concrete; Office buildings; Scale models; Framed structures; Dynamic structural analysis

  • Shapiro, D.; Uzarski, J.; Webster, M.; Angel, R.; Abrams, D.
    Estimating Out-of-Plane Strength of Cracked Masonry Infills.
    National Science Foundation, Washington, DC., March 1994, 20 p.
    Identifying Number(s): UILU-ENG-94-2004
    Keywords: ; Bridging; Earthquake engineering; Cracking (Fracturing); Masonry; Seismic design; Lateral pressure; Frames; Mechanical properties; Reinforced concrete; Strength; Retrofitting

  • Cifuentes, A. O.
    System Identification of Hysteretic Structures.
    National Science Foundation, Washington, DC., January 1985, 170 p.
    Identifying Number(s): EERL-84-04
    Keywords: Dynamic response; Seismic waves; Ground motion; Buildings; Theses; Earthquake engineering; Earthquakes; Reinforced concrete; System identification; Mathematical models; Algorithms; Dynamic structural analysis