NEHRP Clearinghouse
displaying 11 - 19 results in total 19
Isenberg, J.; Richardson, E.; O'Rourke, T. D.
Experiment on Performance of Buried Pipelines Across San Andreas Fault.
National Center for Earthquake Engineering Research, Buffalo, NY.; National Science Foundation, Washington, DC., March 10, 1989, 80 p.
Keywords: ; Strain tests; Earthquake resistant structures; Subsurface structures; Seismic prospecting; Dynamic tests; Flexural strength; Graphs (Charts); Shear strength; Loads (Forces); Pipelines; Dynamic structural analysisEberhard, M. O.; Sozen, M. A.
Experiments and Analyses to Study the Seismic Response of Reinforced Concrete Frame-Wall Structures with Yielding Columns.
National Science Foundation, Washington, DC., September 1989, 440 p.
Identifying Number(s): UILU-ENG-89-2007
Keywords: Framed structure; Reinforced concrete; Columns (Supports); Walls; Structural design; Dynamic response; Dynamic tests; Earthquake engineering; Shear strength; Graphs (Charts); Displacement; Loads (Forces); Mechanical properties; Structural analysisCheng, F. Y.; Mertz, G. E.
Computer Program for Inelastic Analysis of 3-Dimensional Reinforced-Concrete and Steel Seismic Buildings.
National Science Foundation, Washington, DC., October 1989, 200 p.
Identifying Number(s): CIVIL ENGINEERING STUDY-89-31
Keywords: Earthquake resistant structures; Static loads; Reinforced concrete; Dynamic response; Earthquake engineering; Shear strength; Hysteresis; Elastic properties; Computer programs; Stress analysis; Mechanical properties; Structural analysisKariotis, J. C.; Waqfi, O. M.
Recommended Procedure for Calculation of the Balanced Reinforcement Ratio.
National Science Foundation, Washington, DC., February 1992, 74 p.
Identifying Number(s): REPT-2.3-7
Keywords: ; Masonry; Seismic design; Reinforced concrete; Mathematical models; Walls; Flexural strength; Reinforcing steels; Earthquake engineering; Shear strength; Compressive strengthTena-Colunga, A.; Abrams, D. P.
Response of an Instrumented Masonry Shear Wall Building with Flexible Diaphragms during the Loma Prieta Earthquake.
National Science Foundation, Washington, DC., December 1992, 112 p.
Identifying Number(s): UILU-ENG-92-2025
Keywords: Masonry; Walls; Dynamic response; Palo Alto (California); Loma Prieta earthquake; Earthquake engineering; Shear strength; Office buildings; Diaphragms (Mechanics)Phan, L. T.; Todd, D. R.; Lew, H. S.
Strengthening Methodology for Lightly Reinforced Concrete Frames-II. Recommended Calculation Techniques for the Design of Infill Walls.
May 1994, 35 p.
Identifying Number(s): NISTIR-5421
Keywords: Reinforced concrete; Frames; Dynamic response; Concrete structures; Shear strength; Infilled walls; Earthquake engineering; Displacement; Loads (Forces); Reinforcement (Structures); Dynamic structural analysisPhan, L. T.; Cheok, G. S.; Todd, D. R.
Strengthening Methodology for Lightly Reinforced Concrete Frames: Recommended Design Guidelines for Strengthening with Infill Walls.
May 1995, 62 p.
Identifying Number(s): NISTIR-5682
Keywords: Reinforced concrete; Structural failure; Frames; Structural design; Dynamic response; Concrete structures; Earthquake engineering; Infilled walls; Shear strength; Design analysis; Displacement; Loads (Forces); Reinforcement (Structures); Design criteria; Structural analysisFattal, S. G.
Research Plan for Masonry Shear Walls.
June 1993, 36 p.
Identifying Number(s): NISTIR-5117
Keywords: ; Masonry; Seismic design; Research management; Walls; Design standards; Earthquake engineering; Shear strength; Loads (Forces); Building codes; Construction; Compressive strengthGulec, C. K.; Whittaker, A. S.
Performance-Based Assessment and Design of Squat Reinforced Concrete Shear Walls.
National Science Foundation, Arlington, VA. Earthquake Engineering Research Centers Program., September 15, 2009, 664 p.
Identifying Number(s): MCEER-09-0010
Keywords: Reinforced concrete; Boundary elements; Walls; Ibarra-Krawinkler pinching model; Shear strength; Elevation; Finite elements; Loading (Structural); Stiffness degradation; Fatigue (Tests); Earthquakes