NEHRP Clearinghouse
displaying 281 - 290 results in total 448
Earthquake Engineering Research at Berkeley, 1992.
National Science Foundation, Washington, DC.; Bureau of Reclamation, Washington, DC.; Corps of Engineers, Washington, DC.; Los Angeles County Dept. of Public Works, CA., October 1992, 218 p.
Identifying Number(s): UCB/EERC-92/13
Keywords: ; Seismic design; Bridges; Mathematical models; Research; Buildings; Earthquake engineering; Meetings; Vibration damping; Dynamic structural analysisBeres, A.; White, R. N.; Gergely, P.
Seismic Behavior of Reinforced Concrete Frame Structures with Nonductile Details. Part 1. Summary of Experimental Findings of Full Scale Beam-Column Joint Tests.
National Science Foundation, Washington, DC.; New York State Science and Technology Foundation, Albany., September 30, 1992, 81 p.
Identifying Number(s): NCEER-92-0024
Keywords: ; Seismic design; Framed structures; Columns (Supports); Concrete structures; Earthquake engineering; Cyclic loads; TestsBeres, A.; El-Borgi, S.; White, R. N.; Gergely, P.
Experimental Results of Repaired and Retrofitted Beam-Column Joint Tests in Lightly Reinforced Concrete Frame Buildings.
New York State Science and Technology Foundation, Albany.; National Science Foundation, Washington, DC., October 29, 1992, 85 p.
Identifying Number(s): NCEER-92-0025
Keywords: ; Seismic design; Reinforced concrete; Framed structures; Buildings; Concrete structures; Earthquake engineering; Cyclic loadsSaiidi, M.; Maragakis, E.; Abdel-Ghaffar, S.; Feng, S.; O'Connor, D.
Response of Bridge Hinge Restrainers during Earthquakes: Field Performance, Analysis, and Design.
California State Dept. of Transportation, Sacramento.; National Science Foundation, Washington, DC.; Nevada Dept. of Transportation, Carson City., May 1993, 140 p.
Identifying Number(s): CCEER-93-6
Keywords: Bridges; Seismic design; Research projects; California; Hinges; Computerized simulation; Retrofitting; Restrainers; Ground motion; Loma Prieta earthquake; Earthquake engineering; Lateral pressureJiang, 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 pressureBracci, J. M.; Reinhorn, A. M.; Mander, J. B.
Seismic Resistance of Reinforced Concrete Frame Structures Designed Only for Gravity Loads: Part 1. Design and Properties of a One-Third Scale Model Structure.
New York State Science and Technology Foundation, Albany.; National Science Foundation, Washington, DC., December 1, 1992, 181 p.
Identifying Number(s): NCEER-92-0027
Keywords: ; Seismic design; Reinforced concrete; Scale models; Framed structures; Beams (Supports); Retrofitting; Earthquake engineering; Office buildings; Loads (Forces); Dynamic structural analysisAycardi, 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 pressureShustov, V.
Base Isolation: Fresh Insight.
National Science Foundation, Washington, DC., June 15, 1993, 48 p.
Keywords: Seismic design; Earthquake resistant structures; Seismic waves; Damping; Absorption; Mathematical models; Foundations; Mechanical vibrations; Soil-structure interactions; Base isolation; Isolators; Displacement; Seismic isolationDe 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 analysisSingh, M. P.; Suarez, L. E.; Matheu, E. E.; Maldonado, G. O.
Simplified Procedures for Seismic Design of Nonstructural Components and Assessment of Current Code Provisions.
National Science Foundation, Washington, DC.; New York State Science and Technology Foundation, Albany., August 4, 1993, 200 p.
Identifying Number(s): NCEER-93-0013
Keywords: ; Seismic design; Earthquake resistant structures; Components; Earthquake engineering; Subassemblies; Building codes