NEHRP Clearinghouse

displaying 11 - 20 results in total 39

• Bollo, M. E.; Mahin, S. A.; Moehle, J. P.; Stephen, R. M.; Qi, X.
  Observations and Implications of Tests on the Cypress Street Viaduct Test Structure.
  National Science Foundation, Washington, DC.; California State Dept. of Transportation, Sacramento., December 1990, 291 p.
  Identifying Number(s): UCB/EERC-90/21
  Keywords: Earthquake resistant structures; Elevated highways; Moments; Loma Prieta Earthquake; Test facilities; California; Reinforcement (Structures); Earthquake damage; Dynamic tests; Highway design; Earthquake engineering; Highway improvements; Stiffness; Seismic effects; Rehabilitation; Loads (Forces); Cypress Street Viaduct; Structural analysis

• Mengi, Y.; McNiven, H. D.; Tanrijulu, A. K.
  Models for Nonlinear Earthquake Analysis of Brick Masonry Buildings.
  North Atlantic Treaty Organization, Brussels (Belgium)., March 1992, 161 p.
  Identifying Number(s): UCB/EERC-92/03
  Keywords: ; Masonry; Structural vibration; Mathematical models; Walls; Reinforcement (Structures); Earthquake engineering; Bricks; Stiffness; Nonlinear systems; Seismic effects; Structural analysis

• Kariotis, J. C.; Rahman, M. A.; El-Mustapha, A. M.
  Investigation of Current Seismic Design Provisions for Reinforced Masonry Shear Walls.
  National Science Foundation, Washington, DC., January 1990, 58 p.
  Identifying Number(s): REPT-2.3-3
  Keywords: ; Masonry; Mathematical models; Earth movements; Walls; Structural design; Dynamic response; Buildings; Earthquake engineering; Reinforcement (Structures); Stiffness; Displacement; Deflection; Design Standards; Seismic effects; Dynamic structural analysis

• Kariotis, J. C.; Waqfi, O. M.; Ewing, R. D.
  Computer Program Using Beam Elements for the Nonlinear, Dynamic Analysis of Lumped Parameter Models.
  National Science Foundation, Washington, DC., February 1992, 96 p.
  Identifying Number(s): REPT-2.3-5
  Keywords: Equations of motion; Displacement; Loads (Forces); Damping; Nonlinear systems; Masonry; Concrete; Matrices (Mathematics); Algorithms; LPM/II computer program; Stiffness; Beams (Supports); Walls; Dynamic response; Degrees of freedom; Earthquake engineering; Boundary conditions; Computer programs; Reinforcement (Structures); Mechanical properties; Dynamic structural analysis

• Waqfi, O. M.; Kariotis, J. C.
  Comparison of the Dynamic Response of a Damped MDOF Nonlinear Beam Model with an Equivalent SDOF Hysteretic Model.
  National Science Foundation, Washington, DC., April 27, 1992, 92 p.
  Identifying Number(s): REPT-2.3-6
  Keywords: ; Deformation; Earth movements; Displacement; Loads (Forces); Structural members; Damping; Mathematical models; Nonlinear systems; Masonry; Structural vibration; Mechanical hysteresis; Stiffness; Beams (Supports); Walls; Dynamic response; Degrees of freedom; Earthquake engineering; Energy dissipation; Reinforcement (Structures); Mechanical properties

• 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

• He, L.; Priestley, M. J. N.
  Seismic Behavior of Flanged Masonry Shear Walls. Final Report.
  National Science Foundation, Washington, DC., November 1992, 295 p.
  Identifying Number(s): REPT-4.1-2
  Keywords: Moments; Test facilities; Tables (Data); Loads (Forces); Flanged masonry walls; Mathematical models; Ductility; Strains; Masonry; Matrices (Mathematics); Earthquake damage; Stiffness; Seismic effects; Walls; Flexural strength; Dynamic response; Earthquake engineering; Computer programs; Reinforcement (Structures); Mechanical properties; Dynamic structural analysis