NEHRP Clearinghouse

displaying 181 - 190 results in total 228

• Hoffmann, G. W.; Kunnath, S. K.; Reinhorn, A. M.; Mander, J. B.
  Gravity-Load-Designed Reinforced Concrete Buildings: Seismic Evaluation of Existing Construction and Detailing Strategies for Improved Seismic Resistance.
  National Science Foundation, Washington, DC.; New York State Science and Technology Foundation, Albany., July 15, 1992, 164 p.
  Identifying Number(s): NCEER-92-0016
  Keywords: ; Seismic design; Earthquake resistant structures; Reinforced concrete; Framed structures; Retrofitting; Buildings; Earthquake engineering

• 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: ; Masonry; Cracking (Fracturing); Seismic design; Reinforced concrete; Retrofitting; Frames; Earthquake engineering; Strength; Mechanical properties; Bridging; Lateral pressure

• 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

• Krawinkler, H.; Zhu, B.
  U.S./P.R.C. Workshop on Experimental Methods in Earthquake Engineering. Proceedings of a Workshop. Held in Shanghai, P.R.C. on November 10-12, 1992.
  National Science Foundation, Arlington, VA.; Tongji Univ., Shanghai (China)., July 1993, 249 p.
  Keywords: ; Deformation; Reinforced concrete; Test facilities; Construction materials; Pile structures; Displacement; International cooperation; Cyclic loads; Earthquake resistant structures; Structural vibration; Meetings; Structural analysis; China; Model tests; Dynamic response; United States; Earthquake engineering; Dynamic models

• Filippou, F. C.; D'Ambrisi, A.; Issa, A.
  Nonlinear Static and Dynamic Analysis of Reinforced Concrete Subassemblages.
  National Science Foundation, Arlington, VA.; Istituto Superiore di Ricerca sui Materiali Speciali, Terni (Italy).; Italian Dottorato di Ricerca Meccanica delle Strutture, Bologna (Italy)., August 1992, 198 p.
  Identifying Number(s): UCB/EERC-92/08
  Keywords: ; Girders; Earthquake resistant structures; Reinforced concrete; Dynamic response; Dynamic models; Earthquake engineering; Ground motion; Stress analysis; Stiffness; Displacement; Nonlinear systems; Reinforcement (Structures); Structural components; Structural analysis

• Monti, G.; Spacone, E.; Filippou, F. C.
  Model for Anchored Reinforcing Bars under Seismic Excitations.
  National Science Foundation, Arlington, VA., December 1993, 106 p.
  Identifying Number(s): UCB/EERC-93/08
  Keywords: ; Finite element method; Earthquake resistant structures; Reinforcing materials; Reinforced concrete; Reinforcement (Structures); Anchors (Structural); Dynamic response; Earthquake engineering; Yield strength; Displacement; Cyclic loads; Bond stress; Dynamic models; Structural analysis

• Chai, Y. H.; Priestley, M. J. N.; Seible, F.
  Flexural Retrofit of Circular Reinforced Concrete Bridge Columns by Steel Jacketing. Experimental Studies.
  California State Dept. of Transportation, Sacramento. Office of Structures Design.; California State Business and Transportation Agency, Los Angeles.; Federal Highway Administration, Sacramento, CA. California Div.; National Science Foundation, Arlington, VA., October 1991, 172 p.
  Identifying Number(s): UCSD/SSRP-91/06
  Keywords: ; Reinforced concrete; Columns (Supports); Deflection; Bridge maintenance; Design analysis; Ductility; Earthquake resistant structures; Retrofitting; Earthquake damage; Buckling; Highway bridges; Structural steels; Circular bodies; Bridge design; Highway maintenance; Structural analysis; Reinforcing materials; Flexural strength; Earthquake engineering; Bending moments; Reinforcement (Structures)

• Reinhorn, A. M.; Li, C.; Constantinou, M. C.
  Experimental and Analytical Investigation of Seismic Retrofit of Structures with Supplemental Damping. Part 1. Fluid Viscous Damping Devices.
  National Science Foundation, Washington, DC.; New York State Science and Technology Foundation, Albany., January 3, 1995, 179 p.
  Identifying Number(s): NCEER-95-0001
  Keywords: ; Reinforced concrete; Mathematical models; Viscous damping; Buildings; Earthquake engineering; Shaking; Displacement; Loads (Forces); Soil mechanics; Dynamic structural analysis

• 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