NEHRP Clearinghouse
displaying 11 - 20 results in total 54
['Riahi, A.', 'Powell, G. H.', 'Mondkar, D. P.']
Beam-Column Element 3D (Type 2-Parallel Element Theory) for the ANSR-II Program.
National Science Foundation, Washington, DC., December 1979, 35 p.
Identifying Number(s): UCB/EERC-79/31
Keywords: Seismic design; ANSR-2 computer program; Beams (Supports); Columns (Supports); Stiffness methods; User needs; Dynamic response; Earthquake engineering; Computer programming; Plastic design; Elastic properties; Computer aided design; Earthquakes; Dynamic structural analysis['Row, D. G.', 'Powell, G. H.', 'Mondkar, D. P.']
Beam-Column Element 2D (Type 5-Parallel Element Theory) for the ANSR-II Program.
National Science Foundation, Washington, DC., December 1979, 33 p.
Identifying Number(s): UCB/EERC-79/30
Keywords: Seismic design; ANSR-2 computer program; Beams (Supports); Columns (Supports); Stiffness methods; User needs; Dynamic response; Earthquake engineering; Computer programming; Plastic design; Elastic properties; Computer aided design; Earthquakes; Dynamic structural analysis['Altman, W. G.', 'Azizinamini, A.', 'Bradburn, J. H.', 'Radziminski, J. B.']
Moment-Rotation Characteristics of Semi-Rigid Steel Beam-Column Connections.
National Science Foundation, Washington, DC., June 1982, 157 p.
Keywords: Earthquake resistant structures; Beams (Supports); Columns (Supports); Construction joints; Mechanical hysteresis; Finite element analysis; Ground motion; Earthquake engineering; Cyclic loads; Earthquakes['Ehsani, M. R.', 'Wight, J. K.']
Behavior of External Reinforced Concrete Beam to Column Connections Subjected to Earthquake Type Loading.
National Science Foundation, Washington, DC., July 1982, 267 p.
Identifying Number(s): UMEE-82R5
Keywords: Earthquake resistant structures; Beams (Supports); Reinforced concrete; Columns (Supports); Construction joints; Flexural strength; Earthquake engineering; Shear stress; Cyclic loads; Concrete construction['Durrani, A. J.', 'Wight, J. K.']
Experimental and Analytical Study of Internal Beam to Column Connections Subjected to Reversed Cyclic Loading.
National Science Foundation, Washington, DC., July 1982, 298 p.
Identifying Number(s): UMEE-82R3
Keywords: Earthquake resistant structures; Dynamic loads; Beams (Supports); Reinforced concrete; Columns (Supports); Mechanical hysteresis; Stiffness methods; Construction joints; Earthquake engineering; Ultimate strength method; Concrete construction['Popov, E. P.', 'Malley, J. O.']
Design of Links and Beam-to-Column Connections for Eccentrically Braced Steel Frames.
National Science Foundation, Washington, DC.; American Iron and Steel Inst., Washington, DC., January 1983, 71 p.
Identifying Number(s): UCB/EERC-83/03
Keywords: Steel construction; Earthquake resistant structures; Braces; Framed structures; Beams (Supports); Columns (Supports); Construction joints; Buildings; Earthquake engineering; Cyclic loadsPopov, E. P.
Seismic Moment Connections for Moment-Resisting Steel Frames.
National Science Foundation, Washington, DC.; American Iron and Steel Inst., Washington, DC., January 1983, 65 p.
Identifying Number(s): UCB/EERC-83/02
Keywords: Earthquake resistant structures; Beams (Supports); Steel structures; Construction joints; Columns (Supports); Seismic risk; Webs (Supports); Earthquake engineering; Splice plates; Structural flanges; Cyclic loads; Dynamic structural analysis['Chen, P. F. S.', 'Powell, G. H.']
Generalized Plastic Hinge Concepts for 3D Beam-Column Elements.
National Science Foundation, Washington, DC., November 1982, 277 p.
Identifying Number(s): UCB/EERC-82/20
Keywords: Dynamic loads; Framed structures; WIPS computer program; Beams (Supports); Columns (Supports); Mechanical hysteresis; Stiffness methods; ANSR computer program; Computer applications; Earthquakes; Dynamic structural analysisYang, M. S.
Seismic Behavior of an Eccentrically X-Braced Steel Structure.
National Science Foundation, Washington, DC., September 1982, 263 p.
Identifying Number(s): UCB/EERC-82/14
Keywords: Steel construction; Earthquake resistant structures; Framed structures; Beams (Supports); Bracing; Computer applications; Buildings; Earthquake engineering; Dynamic response; DRAIN-2D computer program; Earthquakes; Dynamic structural analysis['Filippou, F. C.', 'Popov, E. P.', 'Bertero, V. V.']
Effects of Bond Deterioration on Hysteretic Behavior of Reinforced Concrete Joints.
National Science Foundation, Washington, DC., August 1983, 215 p.
Identifying Number(s): UCB/EERC-83/19
Keywords: Slip (Mechanical); Reinforcing materials; Mechanical hystereses; Reinforced concrete; Deformation; Beams (Supports); Columns (Supports); Mathematical models; Joints; Deterioration; Earthquake engineering; Bars; Cyclic loads; Dissimilar materials bonding; Loads (Forces); Dynamic structural analysis