NEHRP Clearinghouse
displaying 21 - 30 results in
total 188
Kunnath, S. K.; Reinhorn, A. M.
Inelastic Three-Dimensional Response Analysis of Reinforced Concrete Building Structures (IDARC-3D). Part 1. Modeling.
National Science Foundation, Washington, DC., April 17, 1989, 150 p.
Identifying Number(s): NCEER-89-0011
Keywords: Dynamic response; Bending; dentifiers: Earthquake engineering; Earthquake resistant structures; Elastic properties; Loads (Forces); Static tests; Hysteresis; Mechanical properties; Flexibility; Computerized simulation; Deformation; Dynamic structural analysisAnand, S. C.; Rahman, A.
Analytical Investigations of the Behavior and Failure of Composite Masonry Walls: Analytical and Experimental Evaluation of Composite Masonry Walls Subjected to Gravity and Earthquake Loads.
National Science Foundation, Washington, DC. Directorate for Engineering., August 1989, 296 p.
Identifying Number(s): R-10S-89
Keywords: Failure; Strain analysis; Earthquake engineering; Earthquake resistant structures; Loads (Forces); Masonry; Graphs (Charts); Mechanical properties; Walls; Creep tests; Shear stress; Dynamic structural analysisBanon, H.; Biggs, J. M.; Irvine, H. M.
Prediction of Seismic Damage in Reinforced Concrete Frames. Seismic Behavior and Design of Buildings, Report No. 3.
National Science Foundation, Washington, DC., May 1980, 188 p.
Identifying Number(s): R80-16
Keywords: ; Buildings; Earthquake resistant structures; Loads (Forces); Probability theory; Concrete construction; Mathematical models; Framed structures; Stiffness methods; Dynamic structural analysisCagley, J. R.
Seismic Hardening of Unreinforced Masonry Walls through a Surface Treatment.
National Science Foundation, Washington, D.C., March 31, 1978, 29 p.
Keywords: Buildings; Earthquake engineering; Earthquake resistant structures; Reinforcement (Structures); Masonry; Cements; Reinforcing materials; Stress analysis; Loads (Forces); Structural engineering; Walls; Coating processes; Coatings; Plaster; StressesNader, M. N.; Astaneh-Asl, A.
Experimental Studies of a Single Story Steel Structure with Fixed, Semi-Rigid and Flexible Connections.
National Science Foundation, Washington, DC., August 1989, 217 p.
Identifying Number(s): UCB/EERC-89/15
Keywords: ; Dynamic response; Connectors; Steel structures; Earthquake engineering; Dynamic tests; Loads (Forces); Earthquakes; Structural vibration; Vibration; Experimental data; Joints (Junctions); Test facilities; Structural members; Mathematical models; Structural analysis; Seismic wavesChang, K. C.; Soong, T. T.; Oh, S. T.; Lai, M. L.
Seismic Response of a 2/5 Scale Steel Structure with Added Viscoelastic Dampers.
National Science Foundation, Washington, DC., May 17, 1991, 80 p.
Identifying Number(s): NCEER-91-0012
Keywords: ; Dynamic response; Ground motion; Seismic waves; Steel structures; Earthquake resistant structures; Earthquake engineering; Loads (Forces); Viscoelasticity; Structural vibration; Temperature; Mechanical properties; Vibration damping; Seismic effects; Model tests; Mathematical models; Dynamic loads; Deformation; Dynamic structural analysisStraw, D. L.; Saiidi, M.; O'Connor, D. N.
Scale Model Testing of One-Way Reinforced Concrete Pier Hinges Subjected to Combined Axial Force, Shear and Flexure.
National Science Foundation, Washington, DC., March 1992, 47 p.
Identifying Number(s): CCEER-92-1
Keywords: ; Hinges; Dynamic response; Earthquake damage; Computer programs; Earthquake engineering; Reinforcing steels; Loads (Forces); Structural vibration; Reinforced concrete; Bridge piers; Shear properties; Structural members; Displacement; Model tests; Deformation; Cyclic loads; Seismic wavesHe, 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: Dynamic response; Earthquake damage; Dynamic structural analysis; Flanged masonry walls; Reinforcement (Structures); Computer programs; Loads (Forces); Masonry; Earthquake engineering; Matrices (Mathematics); Mechanical properties; Flexural strength; Test facilities; Walls; Stiffness; Moments; Seismic effects; Strains; Mathematical models; Tables (Data); DuctilityAtkinson, R. H.; Kingsley, G. R.
Comparison of the Behavior of Clay and Concrete Masonry in Compression.
National Science Foundation, Washington, DC., September 1985, 157 p.
Identifying Number(s): REPT-1.1-1
Keywords: ; Compression tests; Prisms; Tests; Earthquake engineering; Brick structures; Loads (Forces); Masonry; Seismic design; Concrete structures; Design standards; Stress strain diagramsPhan, L. T.; Cheok, G. S.; Todd, D. R.
Strengthening Methodology for Lightly Reinforced Concrete Frames: Recommended Design Guidelines for Strengthening with Infill Walls.
May 1995, 62 p.
Identifying Number(s): NISTIR-5682
Keywords: Dynamic response; Design analysis; Reinforcement (Structures); Earthquake engineering; Loads (Forces); Structural design; Frames; Reinforced concrete; Structural failure; Infilled walls; Displacement; Design criteria; Concrete structures; Structural analysis; Shear strength