NEHRP Clearinghouse
displaying 21 - 30 results in total 34
Hanson, R. D.
US/Japan Cooperative Research Program in Earthquake Engineering on Repair and Retrofit of Structures. Proceedings of the Third Seminar Held at San Francisco, California on May 13-15, 1982.
National Science Foundation, Washington, DC., May 1982, 373 p.
Keywords: Structures; Seismic design; Earthquake resistant structures; Damage assessment; Reinforced concrete; Construction joints; Structural design; Foreign technology; Buildings; Earthquake engineering; Restoration; Meetings; Retrofit; Earthquakes; RebuildingKasai, K.; Popov, E. P.
Study of Seismically Resistant Eccentrically Braced Steel Frame Systems.
National Science Foundation, Washington, DC., March 1986, 303 p.
Identifying Number(s): UCB/EERC-86/01
Keywords: ; Steel construction; Loading (Structures); Construction joints; Bracing; Beam columns; Eccentricity; Shear properties; Buildings; Seismology; Hazards; Mechanical properties; EarthquakesBlondet, 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 analysisBlondet, 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 analysisBlondet, 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 analysisBlondet, 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 analysisYang, T. S.; Popov, E. P.
Behavior of Pre-Northridge Moment Resisting Steel Connections.
National Science Foundation, Arlington, VA.; American Inst. of Steel Construction, Chicago, IL., August 1995, 74 p.
Identifying Number(s): UCB/EERC-95/08
Keywords: Stress distribution; Stress intensity factors; Seismic design; Moments; Steel structures; Stress analysis; Structural members; Stress-strain relationships; Strain (Mechanics); Failure (Mechanics); Structural vibration; Cracking (Fracturing); Construction joints; Dynamic response; Finite element analysis; Earthquake engineering; Northridge earthquake; Mechanical properties; Dynamic structural analysisCheok, G. S.; Lew, H. S.
Performance of 1/3-Scale Model Precast Concrete Beam-Column Connections Subjected to Cyclic Inelastic Loads. Report No. 2.
June 1991, 92 p.
Identifying Number(s): NISTIR-4589
Keywords: ; Earthquake resistant structures; Beams (Supports); Failure; Precast concrete; Construction joints; Model tests; Concrete structures; Earthquake engineering; Cyclic loads; Ductility; Concrete constructionCheok, G. S.; Stone, W. C.
Performance of 1/3-Scale Model Precast Concrete Beam-Column Connections Subjected to Cyclic Inelastic Loads. Report No. 3.
Concrete Research Council, Detroit, MI., August 1993, 142 p.
Identifying Number(s): NISTIR-5246
Keywords: ; Earthquake resistant structures; Beams (Supports); Failure; Precast concrete; Construction joints; Model tests; Concrete structures; Earthquake engineering; Cyclic loads; Ductility; Concrete constructionCheok, G. S.; Stone, W. C.
Performance of 1/3-Scale Model Precast Concrete Beam-Column Connections Subjected to Cyclic Inelastic Loads. Report No. 4.
June 1994, 74 p.
Identifying Number(s): NISTIR-5436
Keywords: ; Failure modes; Earthquake resistant structures; Beams (Supports); Precast concrete; Construction joints; Structural failure; Compressive strength; Model tests; Concrete structures; Earthquake engineering; Cyclic loads; Stress analysis; Structural analysis