NEHRP Clearinghouse
displaying 101 - 110 results in total 191
Choudhuri, D.; Mander, J. B.; Reinhorn, A. M.
Evaluation of Seismic Retrofit of Reinforced Concrete Frame Structures: Part 1. Experimental Performance of Retrofitted Subassemblages.
National Science Foundation, Washington, DC.; New York State Science and Technology Foundation, Albany., December 8, 1992, 132 p.
Identifying Number(s): NCEER-92-0030
Keywords: ; Earthquake resistant structures; Reinforced concrete; Seismic waves; Framed structures; Structural design; Dynamic response; Ground motion; Concrete structures; Earthquake engineering; Elastic analysis; Loads (Forces); Seismic effects; Dynamic structural analysisBracci, J. M.; Reinhorn, A. M.; Mander, J. B.
Evaluation of Seismic Retrofit of Reinforced Concrete Frame Structures: Part 2. Experimental Performance and Analytical Study of a Retrofitted Structural Model.
National Science Foundation, Washington, DC.; New York State Science and Technology Foundation, Albany., December 8, 1992, 197 p.
Identifying Number(s): NCEER-92-0031
Keywords: ; Earthquake resistant structures; Reinforced concrete; Framed structures; Seismic waves; Structural design; Dynamic response; Ground motion; Concrete structures; Earthquake engineering; Elastic analysis; Loads (Forces); Seismic effects; Dynamic structural analysisKariotis, J. C.; Rahman, M. A.; El-Mustapha, A. M.
Investigation of Current Seismic Design Provisions for Reinforced Masonry Shear Walls.
National Science Foundation, Washington, DC., January 1990, 58 p.
Identifying Number(s): REPT-2.3-3
Keywords: ; Masonry; Mathematical models; Earth movements; Walls; Structural design; Dynamic response; Buildings; Earthquake engineering; Reinforcement (Structures); Stiffness; Displacement; Deflection; Design Standards; Seismic effects; Dynamic structural analysisBlondet, 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 analysisHe, 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 analysisKariotis, J. C.; Waqfi, O. M.
Trial Designs Made in Accordance with Tentative Limit States Design Standards for Reinforced Masonry Buildings.
National Science Foundation, Washington, DC., February 1992, 242 p.
Identifying Number(s): REPT-9.1-2
Keywords: ; Deformation; Moments; Earth movements; Displacement; Loads (Forces); Structural members; Mathematical models; Damping; Masonry; Structural design; Earthquake damage; Buildings; Stiffness; Seismic effects; Walls; Design standards; Earthquake engineering; Reinforcement (Structures); Mechanical propertiesSykora, D.; Look, D.; Croci, G.; Karaesmen, E.
Reconnaissance Report of Damage to Historic Monuments in Cairo, Egypt Following the October 12, 1992 Dahshur Earthquake.
National Center for Earthquake Engineering Research, Buffalo, NY.; National Science Foundation, Washington, DC., August 19, 1993, 162 p.
Keywords: Cracking (Fracturing); Masonry; Cairo (Egypt); Damage assessment; Historic sites; Architecture; Construction; Earthquake engineering; Historic buildings; Soil dynamics; Soil-structure interactions; Structural response; Seismic effects; Earthquakes