NEHRP Clearinghouse

displaying 31 - 40 results in total 50

• Jiang, Y.; Saiide, M.; O'Connor, D. N.
  Behavior, Design, and Retrofit of Reinforced Concrete One-Way Bridge Column Hinges.
  National Science Foundation, Washington, DC., March 1993, 196 p.
  Identifying Number(s): CCEER-93-1
  Keywords: ; Seismic design; Reinforced concrete; Hinges; Mathematical models; Earthquake engineering; Axial strain; Bridge piers; Loads (Forces); Lateral pressure

• Aycardi, L. E.; Mander, J. B.; Reinhorn, A. M.
  Seismic Resistance of Reinforced Concrete Frame Structures Designed Only for Gravity Loads: Part 2. Experimental Performance of Subassemblages.
  New York State Science and Technology Foundation, Albany.; National Science Foundation, Washington, DC., December 1, 1992, 163 p.
  Identifying Number(s): NCEER-92-0028
  Keywords: ; Seismic design; Reinforced concrete; Scale models; Framed structures; Retrofitting; Columns (Supports); Mathematical models; Buildings; Earthquake engineering; Lap joints; Ground motion; Cyclic loads; Soil structure interactions; Subassemblies; Lateral pressure

• De la Llera, J. C.; Chopra, A. K.
  Evaluation of Code Accidental-Torsion Provisions Using Earthquake Records from Three Nominally Symmetric-Plan Buildings.
  National Science Foundation, Washington, DC.; California Strong Motion Instrumentation Program, Sacramento., July 1992, 170 p.
  Identifying Number(s): UCB/EERC-92/09
  Keywords: ; Seismic design; California; Torsion; Lateral pressure; Design standards; Earthquake engineering; Office buildings; Building codes; 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

• 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

• Angel, R.; Abrams, D.; Shapiro, D.; Uzarski, J.; Webster, M.
  Behavior of Reinforced Concrete Frames with Masonry Infills (September 1990-February 1994).
  National Science Foundation, Arlington, VA., March 1994, 206 p.
  Identifying Number(s): UILU-ENG-94-2005
  Keywords: ; Masonry; Cracking (Fracturing); Framed structures; Earthquake engineering; Bricks; Structural clay products; Mechanical properties; Lateral pressure

• Abrams, D. P.
  Proceedings from the NCEER Workshop on Seismic Response of Masonry Infills. Held in San Francisco, California on February 4-5, 1994.
  National Center for Earthquake Engineering Research, Buffalo, NY.; National Science Foundation, Arlington, VA.; New York State Science and Technology Foundation, Albany., March 1, 1994, 136 p.
  Keywords: ; Masonry; Seismic design; Framed structures; Mathematical models; Earthquake engineering; Meetings; Design criteria; Lateral pressure

• De la Llera, J. C.; Chopra, A. K.
  Accidental and Natural Torsion in Earthquake Response and Design of Buildings.
  National Science Foundation, Washington, DC., June 1994, 316 p.
  Identifying Number(s): UCB/EERC-94/07
  Keywords: ; Seismic design; Torsion; Vibration; Mathematical models; Lateral pressure; Buildings; Earthquake engineering; Differential equations; Dynamic structural analysis

• Balopoulou, S.; Grigoriu, M.
  Seismic Response of Nominally Symmetric Systems with Strength Uncertainty.
  National Science Foundation, Arlington, VA., December 23, 1997, 216 p.
  Identifying Number(s): NCEER-97-0015
  Keywords: Probability theory; Seismic design; Torsion; El Centro earthquake; Mathematical models; Eccentricity; Buildings; Earthquake engineering; Acceleration (Physics); Motion; Building codes; Lateral pressure

• Shome, N.; Cornell, C. A.
  Probabilistic Seismic Demand Analysis of Nonlinear Structures.
  National Science Foundation, Arlington, VA., March 1999, 332 p.
  Identifying Number(s): RMS-35
  Keywords: Seismic design; Probabilistic Seismic Demand Analysis (PSDA); Damage; Nonlinear-static analysis; Lateral pressure; Ground motion; Pushover analysis; Nonlinear systems; Multi-degree-of-freedom structures; MDOF structures; Lateral force; Earthquakes; Structural analysis