NEHRP Clearinghouse
displaying 161 - 170 results in total 228
Straw, 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: ; Reinforced concrete; Deformation; Hinges; Structural vibration; Seismic waves; Reinforcing steels; Model tests; Dynamic response; Earthquake damage; Earthquake engineering; Shear properties; Bridge piers; Displacement; Cyclic loads; Computer programs; Loads (Forces); Structural membersConte, J. P.; Pister, K. S.; Mahin, S. A.
Influence of the Earthquake Ground Motion Process and Structural Properties on Response Characteristics of Simple Structures.
National Science Foundation, Washington, DC., July 1990, 362 p.
Identifying Number(s): UCB/EERC-90/09
Keywords: ; Earthquake resistant structures; Reinforced concrete; Seismic waves; Damage; Elasticity; Mathematical models; Earth movements; Reinforcing steels; Structural design; Variability; Safety; Monte Carlo Method; Response; Reliability; Stochastic processes; EarthquakesSedarat, H.; Bertero, V. V.
Effects of Torsion on the Linear and Nonlinear Seismic Response of Structures.
National Science Foundation, Washington, DC., September 1990, 344 p.
Identifying Number(s): UCB/EERC-90/12
Keywords: Reinforced concrete; Structural vibration; Torsion; Seismic waves; Mathematical models; Earth movements; Shear properties; Dynamic response; Dynamic structural analysis; Earthquake engineering; Concrete structures; Bending moments; FACTS computer program; Linear systems; Structural members; Building codesDowns, R. E.; Hjelmstad, K. D.; Foutch, D. A.
Evaluation of Two RC Buildings Retrofit with Steel Bracing.
National Science Foundation, Washington, DC., November 1991, 355 p.
Identifying Number(s): ['UILU-ENG-91-2011', 'STRUCTURAL RESEARCH SER-563']
Keywords: ; Finite element method; Reinforcing materials; Earthquake resistant structures; Reinforced concrete; Structural vibration; Retrofitting; Mexico; Reinforcing steels; Earthquake damage; Dynamic response; Buildings; Earthquake engineering; Concrete structures; Soil-structure interactions; Computer programs; Reinforcement (Structures); Structural analysisEl-Attar, A. G.; White, R. N.; Gergely, P.
Shake Table Test of a 1/6 Scale Two-Story Lightly Reinforced Concrete Building.
National Science Foundation, Washington, DC., February 28, 1991, 107 p.
Identifying Number(s): NCEER-91-0017
Keywords: Reinforced concrete; Structural vibration; Deformation; Test facilities; Model tests; Dynamic response; Buildings; Concrete structures; Earthquake engineering; Shake table tests; Stiffness; Reinforcement (Structures); Earthquakes; Structural analysisMiranda, E.; Bertero, V. V.
Evaluation of the Seismic Performance of a Ten-Story RC Building during the Whittier Narrows Earthquake.
National Science Foundation, Washington, DC.; California Div. of Mines and Geology, Sacramento.; Kajima Inst. of Construction Technology, Tokyo (Japan)., October 1991, 112 p.
Identifying Number(s): UCB/EERC-91/10
Keywords: Reinforced concrete; Framed structures; Earth movements; Elastic analysis; Displacement; Soil-structure interactions; Loads (Forces); Structural members; Whittier Narrows Earthquake; Ductility; Earthquake resistant structures; Structural vibration; California; Earthquake damage; Concrete structures; Seismic effects; Building codes; Fourier transformation; Dynamic response; Spectrum analysis; Earthquake engineering; Dynamic structural analysisEvaluation of the Seismic Performance of a Thirty-Story RC Building.
National Science Foundation, Washington, DC.; California Universities for Research in Earthquake Engineering, Richmond., July 1991, 260 p.
Identifying Number(s): UCB/EERC-91/16
Keywords: Reinforced concrete; Loma Prieta Earthquake; Framed structures; Earth movements; Elastic analysis; Displacement; Soil-structure interactions; Loads (Forces); Structural members; Ductility; Earthquake resistant structures; Structural vibration; California; Earthquake damage; Concrete structures; Seismic effects; Building codes; Fourier transformation; Dynamic response; Spectrum analysis; Earthquake engineering; Dynamic structural analysisEl-Attar, A. G.; White, R. N.; Gergely, P.
Shake Table Test of a 1/8 Scale Three-Story Lightly Reinforced Concrete Building.
National Science Foundation, Washington, DC.; National Center for Earthquake Engineering Research, Buffalo, NY., February 28, 1991, 175 p.
Keywords: Reinforced concrete; Structural vibration; Vibration tests; Test facilities; Model tests; Dynamic response; Buildings; Concrete structures; Earthquake engineering; Bending moments; Displacement; Design analysis; Shake Table Tests; Loads (Forces); Structural members; Structural analysisEttouney, M. M.; Daddazio, R. P.
Nonlinear Seismic Analysis of Reinforced Concrete Buildings. Phase 1.
National Science Foundation, Washington, DC. Small Business Innovation Research Programs., September 30, 1989, 42 p.
Keywords: ; Earthquake resistant structures; Reinforced concrete; Structural vibration; Deformation; Mathematical models; Dynamic response; Buildings; Plastic properties; Earthquake engineering; Computer programs; Nonlinear systems; Seismic effects; Structural members; Earthquakes; Dynamic structural analysisChoudhuri, 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 analysis