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: ; Floors; Performance evaluation; Tests; Earthquake resistant structures; Masonry; Commercial buildings; Comparison; Roofs; Walls; Stiffness; Design criteria; Precast concrete; Recommendations; Mathematical models; Standards
Merryman, 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: ; Floors; Performance evaluation; Grout; Reinforcing steels; Masonry; Test methods; Roofs; Earthquake resistance buildings; Joints (Junctions); Walls; Diagrams; Photographs; Design criteria; Construction; Precast concrete; Concrete blocks; Deformation; Shear stress; Reinforced concretes; Compressive strength
Mattock, A. H.
Shear Transfer Under Monotonic Loading, Across an Interface Between Concretes Cast at Different Times.
National Science Foundation, Washington, D.C.,
September 1976,
70 p.
Identifying Number(s): SM76-3
Keywords: Shear transfer; Earthquake engineering; Loads (Forces); Reinforced concrete; Shear properties; Concrete construction; Precast concrete; Cracks; Shear strength
Clough, D. P.
Design of Connections for Precast Prestressed Concrete Buildings for the Effects of Earthquake.
National Science Foundation, Washington, DC.,
March 1985,
180 p.
Keywords: Prestressed concrete; Plastic deformation; Buildings; Earthquake engineering; Earthquake resistant structures; Structural design; Joints (Junctions); Precast concrete; Ductility
Sritharan, 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: Prestressed concrete; Los Angeles (California); Earthquake engineering; Seismic design; Reinforced concrete; Joints (Junctions); Precast concrete; Caps (Supports); Bridges (Structures)
Berg, G. V.; Bolt, B. A.; Sozen, M. A.; Rojahn, C.
Earthquake in Romania March 4, 1977 - An Engineering Report.
National Science Foundation, Washington, DC.,
December 1980,
56 p.
Keywords: Romania; Ground motion; Buildings; Damage assessment; Earthquake engineering; Earthquake resistant structures; Building codes; Seismic design; Earthquakes; Reinforced concrete; Structural engineering; Precast concrete; Bucharest (Romania); Design
Fattal, G.; Simiu, E.; Culver, C.
Observations on the Behavior of Buildings in the Romania Earthquake of March 4, 1977.
Agency for International Development, Washington, D.C. Office of Foreign Disaster Assistance.,
September 1977,
172 p.
Identifying Number(s): NBS-SP-490
Keywords: Buildings; Damage assessment; Earthquake engineering; Earthquake resistant structures; Building codes; Seismic design; Earthquakes; Rumania; Reinforced concrete; Structural engineering; Precast concrete
Cheok, G. S.; Stone, W. C.
Overview of NIST Research on Seismic Performance of Moment Resisting Precast Concrete Beam-Column Joints Containing Post-Tensioning.
August 1993,
38 p.
Identifying Number(s): NISTIR-5257
Keywords: ; Earthquake damage; Prestressed concrete; Buildings; Damage assessment; Earthquake engineering; Beams (Supports); Loads (Forces); Ductility; Boundary conditions; Structural members; Moments; Precast concrete; Columns (Supports); Model tests; Concrete structures; Structural analysis; Construction joints; Cyclic loads; Energy dissipation
Carter, 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: Tilt-up construction; Earthquake engineering; Seismic design; Commercial buildings; Walls; Concrete; Precast concrete; Concrete slabs
Cheok, 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: ; Earthquake resistant structures; Beams (Supports); Earthquake engineering; Stress analysis; Failure modes; Structural failure; Precast concrete; Model tests; Concrete structures; Structural analysis; Construction joints; Cyclic loads; Compressive strength