NEHRP Clearinghouse
displaying 81 - 90 results in
total 117
Yang, T. Y.; Shiau, L. C.; Lo, H.; Bogdanoff, J. L.
Theoretical Study of the Dynamic Response of a Chimney to Earthquake and Wind.
National Science Foundation, Washington, DC. Applied Science and Research Applications., April 1, 1978, 149 p.
Keywords: Dynamic response; Chimneys; Earthquake engineering; Earthquake resistant structures; Kentucky; Seismic design; Earthquakes; Finite element analysis; Electric power plants; Wind pressure; Paradise (Kentucky); Cyclic loads; SAP 4 computer program; Dynamic structural analysisFilippou, F. C.; Issa, A.
Nonlinear Analysis of Reinforced Concrete Frames under Cyclic Load Reversals.
National Science Foundation, Washington, DC., September 1988, 134 p.
Identifying Number(s): UCB/EERC-88/12
Keywords: ; Earthquake resistant structures; Structural vibration; Frames; Reinforced concrete; Structural members; Columns (Supports); Mathematical models; Structural analysis; Deformation; Cyclic loads; Nonlinear systemsStraw, 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 wavesMander, J. B.; Nair, B.; Wojtkowski, K.; Ma, J.
Experimental Study on the Seismic Performance of Brick-Infilled Steel Frames with and without Retrofit.
National Science Foundation, Washington, DC.; New York State Science and Technology Foundation, Albany., January 29, 1993, 141 p.
Identifying Number(s): NCEER-93-0001
Keywords: ; Bricks; Buildings; Tests; Earthquake engineering; Beams (Supports); Seismic design; Structural steels; Jackets; Cyclic loads; Framed structures; RetrofittingBooker, J. R.; Rahman, M. S.; Seed, H. B.
GADFLEA - A Computer Program for the Analysis of Pore Pressure Generation and Dissipation During Cyclic or Earthquake Loading.
National Science Foundation, Washington, D.C., October 1976, 64 p.
Identifying Number(s): EERC-76-24
Keywords: Pore pressure; Dissipation; Earthquake engineering; Computer programs; Earthquakes; Soil dynamics; Finite element analysis; Liquefaction (Soils); GADFLEA computer program; Cyclic loads; LiquefactionThyagarajan, R. S.
Modeling and Analysis of Hysteretic Structural Behavior.
National Science Foundation, Washington, DC., January 1989, 198 p.
Identifying Number(s): EERL-89-03
Keywords: ; Earthquake damage; Dynamic response; Theses; Loads (Forces); Structural vibration; Stochastic processes; Displacement; Mathematical models; Cyclic loads; Nonlinear systems; 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: ; Ground motion; Buildings; Earthquake engineering; Seismic design; Lateral pressure; Soil structure interactions; Reinforced concrete; Columns (Supports); Scale models; Lap joints; Mathematical models; Subassemblies; Framed structures; Cyclic loads; RetrofittingMonti, G.; Spacone, E.; Filippou, F. C.
Model for Anchored Reinforcing Bars under Seismic Excitations.
National Science Foundation, Arlington, VA., December 1993, 106 p.
Identifying Number(s): UCB/EERC-93/08
Keywords: ; Dynamic response; Earthquake engineering; Earthquake resistant structures; Reinforcement (Structures); Anchors (Structural); Reinforcing materials; Reinforced concrete; Finite element method; Bond stress; Displacement; Yield strength; Structural analysis; Dynamic models; Cyclic loadsCheok, G. S.; Lew, H. S.
Performance of 1/3-Scale Model Precast Concrete Beam-Column Connections Subjected to Cyclic Inelastic Loads.
October 1990, 110 p.
Identifying Number(s): NISTIR-4433
Keywords: ; Earthquake resistant structures; Beams (Supports); Experimental data; Joints (Junctions); Displacement; Precast concrete; Model tests; Concrete structures; Columns (Supports); Structural analysis; Cyclic loadsCheok, 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: ; Failure; Earthquake resistant structures; Beams (Supports); Earthquake engineering; Concrete construction; Precast concrete; Model tests; Concrete structures; Construction joints; Cyclic loads; Ductility