NEHRP Clearinghouse
displaying 1 - 10 results in total 20
Wang, P. T.; Shah, S. P.; Naaman, A. E.
Complete Stress-Strain Curve of Concrete and Its Effect on Ductility of Reinforced Concrete Members.
National Science Foundation, Washington, D.C., October 1977, 276 p.
Identifying Number(s): 77-2
Keywords: Nonlinear analysis; Stress strain diagrams; Reinforced concrete; Reinforcing steels; Earthquake engineering; Computer programs; Loads (Forces); Ductility; Compressive strengthMattock, A. H.
Effect of Reinforcing Bar Size on Shear Transfer Across a Crack in Concrete.
National Science Foundation, Washington, D.C., September 1977, 156 p.
Identifying Number(s): SM77-2
Keywords: Shear transfer; Reinforced concrete; Precast concrete; Reinforcing steels; Shear properties; Earthquake engineering; Shear strength; Cyclic loads; Cracks; Concrete constructionGardiner, R. A.; Hatcher, D. S.
Material and Dimensional Properties of an Eleven-Story Reinforced Concrete Building.
National Science Foundation, Washington, DC. Applied Science and Research Applications., August 1978, 107 p.
Identifying Number(s): RR-52
Keywords: Earthquake resistant structures; Reinforced concrete; Design; Reinforcing steels; Buildings; Earthquake engineering; Yield strength; Concrete construction; Dynamic structural analysisAristizabal-Ochoa, J. D.; Fiorato, A. E.; Corley, W. G.
Earthquake Resistant Structural Walls--Tests of Lap Splices.
National Science Foundation, Washington, DC. Office of Planning and Resources Management., December 1980, 123 p.
Identifying Number(s): PCA-R/D-SER-1660
Keywords: Earthquake resistant structures; Dynamic loads; Reinforced concrete; Columns (Supports); Walls; Reinforcing steels; Dynamic response; Splices; Earthquake engineering; Lap joints; Design criteriaLukose, K.; Gergely, P.; White, R. N.
A Study of Lapped Splices in Reinforced Concrete Columns Under Severe Cyclic Loads: Progress Report.
National Science Foundation, Washington, DC. Office of Planning and Resources Management., July 1981, 223 p.
Keywords: Earthquake resistant structures; Dynamic loads; Columns (Supports); Reinforcing steels; Splices; Earthquake engineering; Concrete structures; Lapped splices; Cyclic loadsSivakumar, B.; White, R. N.; Gergely, P.
Behavior and Design of Reinforced Concrete Column-Type Lapped Splices Subjected to High-Intensity Cyclic Loading.
National Science Foundation, Washington, DC., October 1982, 216 p.
Identifying Number(s): 82-11
Keywords: Earthquake resistant structures; Reinforced concrete; Columns (Supports); Reinforcing steels; Structural design; Splices; Earthquake engineering; Lap joints; Lapped splices; Cyclic loads; Epoxy resinsCiampi, V.; Eligehausen, R.; Bertero, V. V.; Popov, E. P.
Analytical Model for Concrete Anchorages of Reinforced Bars Under Generalized Excitations.
National Science Foundation, Washington, DC., November 1982, 126 p.
Identifying Number(s): UCB/EERC-82/23
Keywords: Stress strain diagrams; Reinforced concrete; Mechanical hysteresis; Mathematical models; Reinforcing steels; Computer applications; Dynamic response; Earthquake engineering; Computer programming; Cyclic loads; EarthquakesLin, I. J.; Hawkins, N.
Anchorage of Reinforcing Bars for Reversed Cyclic Loading.
National Science Foundation, Washington, DC., June 1982, 189 p.
Identifying Number(s): SM82-1
Keywords: Earthquake resistant structures; Reinforced concrete; Reinforcing steels; Structural design; Earthquake engineering; Concrete structures; Cyclic loads; Earthquakes; Dynamic structural analysisCheng, F. Y.; Truman, K. Z.
Optimal Design of 3-D Reinforced Concrete and Steel Buildings Subjected to Static and Seismic Loads Including Code Provisions.
National Science Foundation, Washington, DC., June 1985, 416 p.
Identifying Number(s): CIVIL ENGINEERING STUDY-85-20
Keywords: ; Earthquake resistant structures; Reinforced concrete; Design; Static loads; Reinforcing steels; Structural design; Buildings; Building codesTsai, 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