NEHRP Clearinghouse

displaying 461 - 470 results in total 554

• 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

• Kariotis, J. C.; El-Mustapha, A. M.; Ewing, R. D.
  Influence of Foundation Model on the Uplifting of Structures.
  National Science Foundation, Washington, DC., July 1988, 41 p.
  Identifying Number(s): REPT-2.3-2
  Keywords: ; Algorithms; Mathematical models; Damping; Earth movements; Earthquake damage; Dynamic response; Buildings; Degrees of freedom; Uplift pressure; Earthquake engineering; Displacement; Foundations; Loads (Forces); Soil mechanics; 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

• Taucer, F. F.; Spacone, E.; Filippou, F. C.
  Fiber Beam-Column Element for Seismic Response Analysis of Reinforced Concrete Structures.
  National Science Foundation, Washington, DC.; California State Dept. of Transportation, Sacramento., December 1991, 158 p.
  Identifying Number(s): UCB/EERC-91/17
  Keywords: ; Finite element method; Reinforced concrete; Dynamic response; Buildings; Earthquake engineering; Cyclic loads; Loads (Forces); Lateral pressure

• Chen, G.; Soong, T. T.
  Energy Approach to Seismic Analysis and Design of Secondary Systems.
  National Science Foundation, Washington, DC.; New York State Science and Technology Foundation, Albany., August 6, 1993, 242 p.
  Identifying Number(s): NCEER-93-0014
  Keywords: Earthquake resistant structures; Statistical analysis; Structural vibration; Damping; Structural design; Dynamic response; Earthquake engineering; Statistical energy analysis; Displacement; Energy transfer; Dynamic structural analysis

• Constantinou, M. C.; Tsopelas, P.; Kim, Y. S.; Okamoto, S.
  NCEER-Taisei Corporation Research Program on Sliding Seismic Isolation Systems for Bridges: Experimental and Analytical Study of a Friction Pendulum System (FPS).
  National Science Foundation, Washington, DC.; New York State Science and Technology Foundation, Albany., November 1, 1993, 171 p.
  Identifying Number(s): NCEER-93-0020
  Keywords: Earthquake resistant structures; Deformation; Mathematical models; Dynamic response; Ground motion; Earthquake engineering; Sliding isolation systems; Bridge piers; Highway bridges; Displacement; Simulation; Bridge design; Vibration isolators; Shaking table tests; Bearings; Friction Pendulum System

• Tena-Colunga, A.; Abrams, D. P.
  Response of an Instrumented Masonry Shear Wall Building with Flexible Diaphragms during the Loma Prieta Earthquake.
  National Science Foundation, Washington, DC., December 1992, 112 p.
  Identifying Number(s): UILU-ENG-92-2025
  Keywords: Masonry; Walls; Dynamic response; Palo Alto (California); Loma Prieta earthquake; Earthquake engineering; Shear strength; Office buildings; Diaphragms (Mechanics)