NEHRP Clearinghouse

displaying 1 - 10 results in total 10

• Abrams, D. P.; Sozen, M. A.
  Experimental Study of Frame-Wall Interaction in Reinforced Concrete Structures Subjected to Strong Earthquake Motions.
  National Science Foundation, Washington, DC. Engineering and Applied Science., May 1979, 400 p.
  Identifying Number(s): ['STRUCTURAL RESEARCH SER-460', 'UILU-ENG-79-2002']
  Keywords: Earthquake resistant structures; Framed structures; Mechanical hysteresis; Walls; Buildings; Earthquake engineering; Frame wall interactions; Cyclic loads; Earthquakes; Dynamic structural analysis

• Bedell, R. J.; Abrams, D. P.
  Scale Relationships of Concrete Columns.
  National Science Foundation, Washington, DC., January 1983, 142 p.
  Identifying Number(s): STRUCTURAL RESEARCH SER-8302
  Keywords: Earthquake resistant structures; Reinforced concrete; Dynamic response; Buildings; Earthquake engineering; Ground motion; Dynamic structural analysis; Computer programs; Concrete construction; Lateral pressure

• Philleo, P. R.; Abrams, D. P.
  Scale Relationships of Concrete Beam-Column Joints.
  National Science Foundation, Washington, DC., February 1984, 99 p.
  Identifying Number(s): STRUCTURAL RESEARCH SER-8301
  Keywords: Predictions; Beams (Supports); Reinforced concrete; Columns (Supports); Dynamic response; Earthquake engineering; Joints (Junctions); Scale (Ratio); Tests; Loads (Forces); Structural analysis

• Paulson, T. J.; Abrams, D. P.
  Measured Inelastic Response of Reinforced Masonry Building Structures to Earthquake Motions.
  National Science Foundation, Washington, DC., October 1990, 310 p.
  Identifying Number(s): UILU-ENG-90-2013
  Keywords: ; Masonry; Finite element method; Earthquake resistant structures; Reinforced concrete; Structural vibration; Seismic waves; Experimental data; Amplitude; Dynamic response; Reinforcement (Structural); Earthquake engineering; Stiffness; Displacement; Frequencies; Nonlinear systems; Earthquakes

• 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)

• 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

• Abrams, D. P.; Calvi, G. M.
  Proceedings of the U.S.-Italy Workshop on Guidelines for Seismic Evaluation and Rehabilitation of Unreinforced Masonry Buildings. Held in Pavia, Italy on June 22-24, 1994.
  National Center for Earthquake Engineering Research, Buffalo, NY.; National Science Foundation, Arlington, VA.; New York State Science and Technology Foundation, Albany., July 20, 1994, 300 p.
  Keywords: Italy; Failure (Mechanics); Seismic waves; Unreinforced masonry buildings; Photographs; Mathematical models; United States; Buildings; Earthquake engineering; Rehabilitation; Hazards; Meetings; Safety; Historic buidings; International cooperation; Case studies; Architectural design

• Costley, A. C.; Abrams, D. P.
  Dynamic Response of Unreinforced Masonry Buildings with Flexible Diaphragms.
  National Center for Earthquake Engineering Research, Buffalo, NY.; National Science Foundation, Arlington, VA., October 10, 1996, 326 p.
  Keywords: Seismic design; Framed structures; Flexibility; Displacement; Soil-structure interactions; Damage assessment; Shear walls; Nonlinear systems; Masonry; Structural vibration; Structural failure; Retrofitting; Earthquake damage; Buildings; Seismic effects; Vibration tests; Model tests; Dynamic response; Earthquake engineering; Nonlinear dynamics; Diaphragms (Mechanics); Dynamic structural analysis

• Lizundia, B.; Holmes, W. T.; Longstreth, M.; Kren, A.; Abrams, D. P.
  Development of Procedures to Enhance the Performance of Rehabilitated URM Buildings.
  National Inst. of Standards and Technology (BFRL), Gaithersburg, MD., August 1997, 110 p.
  Keywords: Seismic design; Construction materials; Cost benefit analysis; Grouts; Damage assessment; Anchors (Structural); URM (Unreinforced Masonry); Earthquake resistant structures; Epoxies; Cost estimation; Retrofitting; Bracing; Stiffening; Earthquake damage; Buildings; Design criteria; Unreinforced masonry; Ground motion; Earthquake engineering; Holes (Openings); Cost effectiveness; Dynamic structural analysis

• Lizundia, B.; Holmes, W. T.; Longstreth, M.; Kren, A.; Abrams, D. P.
  Development of Procedures to Enhance the Performance of Rehabilitated URM Buildings. Appendices.
  National Inst. of Standards and Technology (BFRL), Gaithersburg, MD., August 1997, 370 p.
  Keywords: Seismic design; Construction materials; Cost benefit analysis; Grouts; Damage assessment; Anchors (Structural); URM (Unreinforced Masonry); Earthquake resistant structures; Epoxies; Cost estimation; Retrofitting; Bracing; Stiffening; Earthquake damage; Buildings; Design criteria; Unreinforced masonry; Ground motion; Earthquake engineering; Holes (Openings); Cost effectiveness; Dynamic structural analysis