NEHRP Clearinghouse

displaying 1 - 10 results in total 12

• Sun, C. T.; Chen, C. C.; Bogdanoff, J. L.; Lo, H.
  A Timoshenko Beam Model for Vibration of Plane Frames.
  National Science Foundation, Washington, D.C. Research Applied to National Needs., June 3, 1976, 42 p.
  Keywords: Framed structures; Seismic waves; Vibration; Earth movements; Shear stresses; Finite element analysis; Ground motion; Earthquake engineering; Bending; Kentucky; Steam electric power generation; Timoshenko method; Paradise (Kentucky); Structural members; Earthquakes; Dynamic structural analysis

• Jain, S. K.
  Analytical Models for the Dynamics of Buildings.
  National Science Foundation, Washington, DC., January 1983, 215 p.
  Identifying Number(s): EERL-83-02
  Keywords: Deformation; Equations of motion; Flexibility; Bending; Boundaries; Multistory buildings; Mathematical models; Acceleration; Earthquake resistant structures; Beams (Structural); Shear properties; Buildings; Floors; Vibration; Seismology; Walls; Theses; Diaphragms (Mechanics); Dynamic structural analysis

• Kaba, S. A.; Mahin, S. A.
  Refined Modelling of Reinforced Concrete Columns for Seismic Analysis.
  National Science Foundation, Washington, DC., April 1984, 112 p.
  Identifying Number(s): UCB/EERC-84/03
  Keywords: Steels; Earthquake resistant structures; Axial stress; Reinforced concrete; Framed structures; Columns (Supports); Mechanical hysteresis; Model tests; Bending; Strength; Sheer stresses; Stiffness; Loads (Forces); Seismic effects; Structural members

• Ghusn, G. E.; Saiidi, M.
  Simple Hysteretic Element for Biaxial Bending of R/C Columns and Implementation in NEABS-86 (Nonlinear Earthquake Analysis of Bridge Systems).
  National Science Foundation, Washington, DC. Directorate for Engineering., July 1986, 172 p.
  Identifying Number(s): CCEER-86/1
  Keywords: Bending element; Columns (Supports); Bending; Highway bridges; Deflection; Seismic effects

• Kunnath, S. K.; Reinhorn, A. M.
  Inelastic Three-Dimensional Response Analysis of Reinforced Concrete Building Structures (IDARC-3D). Part 1. Modeling.
  National Science Foundation, Washington, DC., April 17, 1989, 150 p.
  Identifying Number(s): NCEER-89-0011
  Keywords: Earthquake resistant structures; Deformation; Computerized simulation; Flexibility; Static tests; Dynamic response; Bending; dentifiers: Earthquake engineering; Hysteresis; Elastic properties; Loads (Forces); Mechanical properties; Dynamic structural analysis

• Blondet, M.; Mayes, R. L.
  Transverse Response of Clay Masonry Walls Subjected to Strong Motion Earthquakes. Summary of Dynamic Test Results. Volume 1. General Information.
  National Science Foundation, Washington, DC., April 1991, 163 p.
  Identifying Number(s): REPT-3.2(B2)-VOL-1
  Keywords: ; Moments; Earth movements; Bending; Bricks; Displacement; Deflection; Loads (Forces); Experimental data; Dynamic tests; Masonry; Earthquake damage; Clays; Mechanical properties; Seismic effects; Construction joints; Walls; Dynamic response; Earthquake engineering; Reinforcement (Structures); Earthquakes; Dynamic structural analysis

• Blondet, M.; Mayes, R. L.
  Transverse Response of Clay Masonry Walls Subjected to Strong Motion Earthquakes. Summary of Dynamic Test Results. Volume 2. Walls No. 4 and 6 (Group 1).
  National Science Foundation, Washington, DC., April 1991, 266 p.
  Identifying Number(s): REPT-3.2(B)-2-VOL-2
  Keywords: ; Moments; Earth movements; Bending; Bricks; Displacement; Deflection; Loads (Forces); Experimental data; Dynamic tests; Masonry; Earthquake damage; Clays; Mechanical properties; Seismic effects; Construction joints; Walls; Dynamic response; Earthquake engineering; Reinforcement (Structures); Earthquakes; Dynamic structural analysis

• Blondet, M.; Mayes, R. L.
  Transverse Response of Clay Masonry Walls Subjected to Strong Motion Earthquakes. Summary of Dynamic Test Results. Volume 3. Walls No. 8, 9, 10, and 11 (Group 2).
  National Science Foundation, Washington, DC., April 1991, 309 p.
  Identifying Number(s): REPT-3.2(B2)-VOL-3
  Keywords: ; Moments; Earth movements; Bending; Bricks; Displacement; Deflection; Loads (Forces); Experimental data; Dynamic tests; Masonry; Earthquake damage; Clays; Mechanical properties; Seismic effects; Construction joints; Walls; Dynamic response; Earthquake engineering; Reinforcement (Structures); Earthquakes; Dynamic structural analysis

• Blondet, M.; Mayes, R. L.
  Transverse Response of Clay Masonry Walls Subjected to Strong Motion Earthquakes. Summary of Dynamic Test Results. Volume 4. Walls No. 3, 5 and 7 (Group 3).
  National Science Foundation, Washington, DC., April 1991, 255 p.
  Identifying Number(s): REPT-3.2(B2)-VOL-4
  Keywords: ; Moments; Earth movements; Bending; Bricks; Displacement; Deflection; Loads (Forces); Experimental data; Dynamic tests; Masonry; Earthquake damage; Clays; Mechanical properties; Seismic effects; Construction joints; Walls; Dynamic response; Earthquake engineering; Reinforcement (Structures); Earthquakes; Dynamic structural analysis

• O'Connor, D. N.; Saiidi, M.; Maragakis, E. A.
  Effect of Hinge Restrainers on the Response of the Madrone Drive Undercrossing during the Loma Prieta Earthquake.
  California State Dept. of Transportation, Sacramento.; National Science Foundation, Washington, DC.; Nevada Dept. of Transportation, Carson City., February 1993, 112 p.
  Identifying Number(s): CCEER-92-9
  Keywords: Finite element method; Moments; Loma Prieta Earthquake; Deformation; Computerized simulation; Earthquake damage; Dynamic response; Bending; Earthquake engineering; Highway bridges; Stiffness; Displacement; Reinforcement (Structures); Structural members; Earthquakes; Dynamic structural analysis