NEHRP Clearinghouse
displaying 11 - 20 results in total 24
Cheng, F. Y.; Juang, D. S.
Optimum Design of Braced and Unbraced Frames for Static, Seismic, and Wind Forces with UBC, ATC-3, and TJ-11.
National Science Foundation, Washington, DC., December 1985, 379 p.
Identifying Number(s): CIVIL ENGINEERING STUDY-85-10
Keywords: Seismic design; Static loads; Steel structures; Wind loads; Bracing; Frames; Earthquake engineering; ODSEWS-2D-II computer program; Building codesCheng, F. Y.; Juang, D. S.
ODSEWS-2D-II User's Manual. A Computer Program for Optimum Design of 2-Dimensional Steel Structures for Static, Seismic, and Wind Forces.
National Science Foundation, Washington, DC., December 1985, 139 p.
Identifying Number(s): CIVIL ENGINEERING STUDY-85-11
Keywords: Seismic design; Static loads; Steel structures; Wind loads; Frames; Bracing; Earthquake engineering; Computer programs; ODSEWS-2D-II computer program; Building codesRicles, J. M.; Popov, E. P.
Dynamic Analysis of Seismically Resistant Eccentrically Braced Frames.
National Science Foundation, Washington, DC.; American Iron and Steel Inst., Washington, DC., June 1987, 364 p.
Identifying Number(s): UCB/EERC-87/07
Keywords: ; Seismic design; Steel structures; Frames; Eccentricity; Finite element analysis; Earthquake engineeringYanev, B.; McNiven, H. D.
Experimental Program for Studying the Dynamic Response of a Steel Frame with a Variety of Infill Partitions.
National Science Foundation, Washington, DC., December 1985, 77 p.
Identifying Number(s): UCB/EERC-85/16
Keywords: Structural engineering; Earthquake resistant structures; Deformation; Seismic waves; Structural vibration; Steel structures; Experimental data; Vibration; Frames; Earthquake damage; Dynamic response; Structural steel; EarthquakesZerbe, H. E.; Durrani, A. J.
Seismic Response of Connections in Indeterminate R/C Frame Subassemblies.
National Science Foundation, Washington, DC., April 1990, 237 p.
Identifying Number(s): REPT-40
Keywords: Dynamic loads; Framed structures; Columns (Supports); Displacement; Stress analysis; Mechanical tests; Experimental data; Statically indeterminate structures; Strains; Earthquake resistant structures; Structural vibration; Cracking (Fracturing); Beams (Supports); Frames; Dynamic response; Joints (Junctions); Energy dissipation; Slabs; Dynamic structural analysisKhatib, I. F.; Mahin, S. A.; Pister, K. S.
Seismic Behavior of Concentrically Braced Steel Frames.
National Science Foundation, Washington, DC., January 1988, 238 p.
Identifying Number(s): UCB/EERC-88/01
Keywords: ; Steel construction; Framed structures; Seismic waves; Steel structures; Structural vibration; Frames; Dynamic response; Reinforcement (Structural); Earthquake engineering; Energy dissipation; Structural steels; Loads (Forces); Structural members; 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; Reinforced concrete; Deformation; Columns (Supports); Structural vibration; Mathematical models; Frames; Cyclic loads; Nonlinear systems; Structural members; Structural analysisTsai, K. C.; Popov, E. P.
Steel Beam-Column Joints in Seismic Moment Resisting Frames.
National Science Foundation, Washington, DC.; American Iron and Steel Inst., Washington, DC., November 1988, 452 p.
Identifying Number(s): UCB/EERC-88/19
Keywords: ; Fracturing; Reinforcing; Earthquake resistant structures; Beams (Supports); Moments; Columns (Supports); Frames; Loads (Forces); Dynamic response; Joints (Junctions); Earthquake engineering; Shear stress; Structural steels; Stiffness; Nonlinear systems; Structural members; Fractures (Materials)Engelhardt, M. D.; Popov, E. P.
Behavior of Long Links in Eccentrically Braced Frames.
National Science Foundation, Washington, DC.; American Iron and Steel Inst., Washington, DC., January 1989, 415 p.
Identifying Number(s): UCB/EERC-89/01
Keywords: ; Seismic design; Earthquake resistant structures; Dynamic loads; Beams (Supports); Structural vibration; Steel structures; Deformation; Test facilities; Frames; Dynamic response; Earthquake engineering; Shear stress; Bending moments; Cyclic loads; Plastic analysis; Loads (Forces); Structural membersShapiro, D.; Uzarski, J.; Webster, M.; Angel, R.; Abrams, D.
Estimating Out-of-Plane Strength of Cracked Masonry Infills.
National Science Foundation, Washington, DC., March 1994, 20 p.
Identifying Number(s): UILU-ENG-94-2004
Keywords: ; Masonry; Cracking (Fracturing); Seismic design; Reinforced concrete; Retrofitting; Frames; Earthquake engineering; Strength; Mechanical properties; Bridging; Lateral pressure