NEHRP Clearinghouse
displaying 21 - 30 results in total 54
['Eligehausen, R.', 'Popov, E. P.', 'Bertero, V. V.']
Local Bond Stress-Slip Relationships of Deformed Bars Under Generalized Excitations: Experimental Results and Analytical Model.
National Science Foundation, Washington, DC., October 1983, 190 p.
Identifying Number(s): UCB/EERC-83/23
Keywords: Slip (Mechanical); Reinforcing materials; Mechanical hystereses; Reinforced concrete; Deformation; Beams (Supports); Columns (Supports); Mathematical modeling; Deterioration; Earthquake engineering; Bars; Excitation; Dissimilar materials bonding; Deformation (Elastic); Loads (Forces); Stress (Mechanics); Dynamic structural analysis['Philleo, P. R.', 'Abrams, D. P.']
Scale Relationships of Concrete Beam-Column Joints.
National Science Foundation, Washington, DC., February 1984, 99 p.
Identifying Number(s): STRUCTURAL RESEARCH SER-8301
Keywords: Predictions; Beams (Supports); Reinforced concrete; Columns (Supports); Dynamic response; Earthquake engineering; Joints (Junctions); Scale (Ratio); Tests; Loads (Forces); Structural analysis['Azizinamini, A.', 'Bradburn, J. H.', 'Radziminski, J. B.']
Static and Cyclic Behavior of Semi-Rigid Steel Beam-Column Connections.
National Science Foundation, Washington, DC., March 1985, 234 p.
Keywords: Equations; Earthquake resistant structures; Beams (Supports); Static loads; Columns (Supports); Steel structures; Mathematical models; Fatigue tests; Rigidity; Earthquake engineering; Joints (Junctions); Structural flanges; Cyclic loads; Tests; Dynamic structural analysis['Tsai, K. C.', 'Popov, E. P.']
Two Beam-to-Column Web Connections. Alternative Designs and Tests of Two Beam-to-Column Web Seismic Moment Connections.
National Science Foundation, Washington, DC., April 1986, 68 p.
Identifying Number(s): UCB/EERC-86/05
Keywords: Innovation; Beams (Supports); Ribs (Supports); Webs (Supports); Reinforcing steels; Joints (Junctions); Mechanical properties; Ductility; Earthquakes['Kardara, A.', 'Bucher, C.', 'Shinozuka, M.']
Response Analysis of Stochastic Structures.
National Science Foundation, Washington, DC., September 22, 1988, 68 p.
Identifying Number(s): NCEER-88-0029
Keywords: Formulas (Mathematics); Floors; Limit design method; Framed structures; Beams (Supports); Dynamic response; Earthquake engineering; Statically indeterminate structures; Bays (Structural units); Linear systems; Stochastic processes['Pessiki, S. P.', 'Conley, C.', 'Bond, T.', 'Gergely, P.', 'White, R. N.']
Reinforced Concrete Frame Component Testing Facility: Design, Construction, Instrumentation and Operation.
National Science Foundation, Washington, DC., December 16, 1988, 53 p.
Identifying Number(s): NCEER-88-0047
Keywords: Framed structures; Reinforced concrete; Beams (Supports); Columns (Supports); Earthquake engineering; Joints (Junctions); Stress analysis; Cyclic loads; Loads (Forces); Lateral pressure['Corazao, M.', 'Durrani, A. J.']
Repair and Strengthening of Beam-to-Column Connections Subjected to Earthquake Loading.
National Science Foundation, Washington, DC., February 28, 1989, 119 p.
Identifying Number(s): NCEER-89-0013
Keywords: Earthquake resistant structures; Beams (Supports); Reinforced concrete; Columns (Supports); Structural design; Graphs (Charts); Elastic properties; Earthquakes engineering; Loads (Forces); Ductility; Mechanical properties; Dynamic structural analysis['Hjelmstad, K. D.', 'Lee, S.']
Lateral Buckling of Short I-Beams Under Cyclic Loading.
National Science Foundation, Washington, DC.; American Inst. of Steel Construction, Chicago, IL., April 1990, 154 p.
Identifying Number(s): ['STRUCTURAL RESEARCH SER-549', 'UILU-ENG-90-2001']
Keywords: ; Structural engineering; Beams (Supports); Deformation; Experimental data; Test facilities; Mathematical models; I beams; Stresses; Buckling; Cyclic loads; Stress cycle; Loads (Forces); Structural members; Structural analysisVillaverde, R.
Investigation on the Cause of Numerous Upper Floor Failures during the 1985 Mexico City Earthquake.
National Science Foundation, Washington, DC., November 1989, 114 p.
Keywords: Floors; Beams (Supports); Failure; Columns (Supports); Hinges; Mexico; Buildings; Acceleration; Stiffness; Plastics; Assessments; Multistory buildings; Design criteria; Earthquakes; Building codes['Pantazopoulou, S. J.', 'Moehle, J. P.']
Effect of Slabs on the Flexural Behavior of Beams.
National Science Foundation, Washington, DC., October 1987, 131 p.
Identifying Number(s): UCB/EERC-87/17
Keywords: ; Floors; Earthquake resistant structures; Beams (Supports); Seismic waves; Experimental data; Tension; Mathematical models; Stiffness; Slabs; Stress analysis; Loads (Forces); Structural members; Earthquakes; Structural analysis