NEHRP Clearinghouse
displaying 11 - 20 results in total 23
Hart, G. C.; Englekirk, R. E.; Jaw, J. W.; Srinivasan, M.; Huang, S. C.
Seismic Performance Study, RCJ Hotel.
National Science Foundation, Washington, DC., February 1992, 58 p.
Identifying Number(s): REPT-2.1-10
Keywords: ; Masonry; Floors; Earthquake resistant structures; Standards; Precast concrete; Roofs; Mathematical models; Walls; Performance evaluation; Stiffness; Recommendations; Comparison; Tests; Commercial buildings; Design criteriaMerryman, K. M.; Leiva, G.; Antrobus, N.; Klingner, R. E.
In-Plane Seismic Resistance of Two-Story Concrete Masonry Coupled Shear Walls.
National Science Foundation, Washington, DC., May 1990, 190 p.
Identifying Number(s): REPT-3.1(C)-1
Keywords: ; Grout; Earthquake resistance buildings; Deformation; Shear stress; Reinforced concretes; Performance evaluation; Diagrams; Masonry; Reinforcing steels; Concrete blocks; Design criteria; Compressive strength; Floors; Photographs; Precast concrete; Roofs; Test methods; Walls; Joints (Junctions); ConstructionCarter, J. W.; Hawkins, N. M.; Wood, S. L.
Seismic Response of Tilt-Up Construction.
National Science Foundation, Arlington, VA., December 1993, 236 p.
Identifying Number(s): UILU-ENG-93-2004
Keywords: Seismic design; Tilt-up construction; Concrete; Precast concrete; Walls; Earthquake engineering; Concrete slabs; Commercial buildingsSritharan, S.; Priestley, M. J. N.; Seible, F.
Seismic Response of Column/Cap Beam Tee Connections with Cap Beam Prestressing.
Business, Transportation and Housing Agency, Sacramento, CA. California Dept. of Transportation., December 1996, 332 p.
Identifying Number(s): UCSD/SSRP-96/09
Keywords: Bridges (Structures); Seismic design; Prestressed concrete; Reinforced concrete; Precast concrete; Caps (Supports); Earthquake engineering; Joints (Junctions); Los Angeles (California)Cheok, G. S.; Lew, H. S.
Performance of 1/3-Scale Model Precast Concrete Beam-Column Connections Subjected to Cyclic Inelastic Loads.
October 1990, 110 p.
Identifying Number(s): NISTIR-4433
Keywords: ; Earthquake resistant structures; Beams (Supports); Precast concrete; Columns (Supports); Experimental data; Model tests; Joints (Junctions); Concrete structures; Cyclic loads; Displacement; Structural analysisCheok, G. S.; Lew, H. S.
Performance of 1/3-Scale Model Precast Concrete Beam-Column Connections Subjected to Cyclic Inelastic Loads. Report No. 2.
June 1991, 92 p.
Identifying Number(s): NISTIR-4589
Keywords: ; Earthquake resistant structures; Beams (Supports); Failure; Precast concrete; Construction joints; Model tests; Concrete structures; Earthquake engineering; Cyclic loads; Ductility; Concrete constructionCheok, G. S.; Stone, W. C.
Performance of 1/3-Scale Model Precast Concrete Beam-Column Connections Subjected to Cyclic Inelastic Loads. Report No. 3.
Concrete Research Council, Detroit, MI., August 1993, 142 p.
Identifying Number(s): NISTIR-5246
Keywords: ; Earthquake resistant structures; Beams (Supports); Failure; Precast concrete; Construction joints; Model tests; Concrete structures; Earthquake engineering; Cyclic loads; Ductility; Concrete constructionCheok, G. S.; Stone, W. C.
Performance of 1/3-Scale Model Precast Concrete Beam-Column Connections Subjected to Cyclic Inelastic Loads. Report No. 4.
June 1994, 74 p.
Identifying Number(s): NISTIR-5436
Keywords: ; Failure modes; Earthquake resistant structures; Beams (Supports); Precast concrete; Construction joints; Structural failure; Compressive strength; Model tests; Concrete structures; Earthquake engineering; Cyclic loads; Stress analysis; Structural analysisLiterature Review on Seismic Performance of Building Cladding Systems.
National Inst. of Standards and Technology (BFRL), Gaithersburg, MD., February 1995, 186 p.
Keywords: ; Seismic design; Reinforced concrete; Soil-structure interactions; Seismic isolation; Structural members; Steels; Literature surveys; Buildings; Cladding; Building codes; Seismic effects; Structural analysis; Earthquake resistance; Precast concrete; Ground motion; Earthquake engineering; Structural response; ConstructionCheok, G. S.; Stone, W. C.; Nakaki, S. D.
Simplified Design Procedure for Hybrid Precast Concrete Connections.
Concrete Research Council, Detroit, MI., February 1996, 98 p.
Identifying Number(s): NISTIR-5765
Keywords: ; Earthquake resistant structures; Beams (Supports); Precast concrete; Construction joints; Dynamic response; Buildings; Design criteria