Cheng, F. Y.; Ger, J. F.; Li, D.; Yang, J. S.
General Purpose Program for Inelastic Analysis of RC and Steel Building Systems for 3D Static and Dynamic Loads and Seismic Excitations. INRESB-3D-SUPII. Program Listing for Supercomputer.
National Science Foundation, Arlington, VA.,
August 1996,
121 p.
Identifying Number(s): STRUCTURAL SER-96-4
Keywords: ; Buildings; Computer programs; Earthquake engineering; Static loads; Steel structures; Seismic design; FORTRAN; Dynamic loads; Subroutines
Chai, Y. H.; Priestley, M. J. N.; Seible, F.
Flexural Retrofit of Circular Reinforced Bridge Columns by Steel Jacketing. COLRET: A Computer Program for Strength and Ductility Calculation.
California State Dept. of Transportation, Sacramento. Office of Structures Design.; California State Business and Transportation Agency, Los Angeles.; Federal Highway Administration, Sacramento, CA. California Div.; National Science Foundation, Arlington, VA.,
October 1991,
152 p.
Identifying Number(s): UCSD/SSRP-91/05
Keywords: COLRET computer program; Ductility; Earthquake damage; Circular bodies; Computer programs; Earthquake resistant structures; Reinforcement (Structures); Highway bridge; Design analysis; Reinforcing materials; Flexural strength; Reinforced concrete; Bridge design; Deflection; Structural steels; Columns (Supports); Highway maintenance; Bridge maintenance; Buckling; Retrofitting
Bedell, R. J.; Abrams, D. P.
Scale Relationships of Concrete Columns.
National Science Foundation, Washington, DC.,
January 1983,
142 p.
Identifying Number(s): STRUCTURAL RESEARCH SER-8302
Keywords: Dynamic response; Ground motion; Buildings; Computer programs; Earthquake engineering; Earthquake resistant structures; Lateral pressure; Reinforced concrete; Concrete construction; Dynamic structural analysis
Sivaselvan, M. V.; Reinhorn, A. M.
Hysteretic Models for Cyclic Behavior of Deteriorating Inelastic Structures.
National Science Foundation, Arlington, VA.,
November 5, 1999,
138 p.
Identifying Number(s): MCEER-99-0018
Keywords: ; Computer programs; Earthquake engineering; Hysteresis; Seismic design; Stiffness; Mathematical models; Structural analysis; Cyclic loads
Torkamani, M. A. M.; Huang, J. T.
Dynamic Analysis of Multistory Buildings by Component Mode Synthesis.
National Science Foundation, Washington, DC.,
November 1984,
166 p.
Identifying Number(s): SETEC-CE-85-008
Keywords: Buildings; Skyscrapers; Earthquake resistant structures; Computer programs; Superdyne computer program; Mathematical models; Dynamic structural analysis
Yegian, M. K.; Marciano, E. A.; Ghahraman, V. G.
Integrated Seismic Risk Analysis for Earth Dams.
National Science Foundation, Washington, DC.,
December 1988,
147 p.
Identifying Number(s): CE-88-15
Keywords: Damage; Computer programs; Earthquake engineering; Risk analysis; Seismic design; Earth dams; Uncertainty; Probability theory; Soil dynamics; Seismic risk
Maruyama, O.; Yun, C. B.; Hoshiya, M.; Shinozuka, M.
Program EXKAL2 for Identification of Structural Dynamic Systems.
National Science Foundation, Washington, DC.,
May 19, 1989,
176 p.
Identifying Number(s): NCEER-89-0014
Keywords: Dynamic structural analysis; EXKAL2 program; Computer programs; Earthquake resistant structures; Systems engineering; Graphs (Charts); Earthquakes; User manuals (Computer programs); Computer applications; Modal response; Input output processing; Dynamic loads; Kalman filters
Saiidi, M.; Orie, D.; Douglas, B.
Micro-CAD System for Seismic Design of Regular Highway Bridges.
National Science Foundation, Washington, DC. Directorate for Engineering.,
June 1988,
165 p.
Identifying Number(s): CCEER-88-2
Keywords: Computer programs; Earthquake engineering; Earthquake resistant structures; Stress analysis; Highway bridges; Structural design; Mechanical properties; Bridge piers; Flexural strength; Stiffness; Elasticity; Dynamic structural analysis
Cheng, 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: Dynamic response; Elastic properties; Hysteresis; Earthquake engineering; Earthquake resistant structures; Static loads; Computer programs; Stress analysis; Mechanical properties; Reinforced concrete; Structural analysis; Shear strength
The Effect of Connection Flexibility on the Seismic Response of Welded Open Steel Frames, Report No. 4.
National Science Foundation, Washington, DC. Engineering and Applied Science.,
June 1980,
157 p.
Identifying Number(s): R80-25
Keywords: Rigid frames; Dynamic response; Buildings; Elastic properties; Earthquake engineering; Earthquake resistant structures; Computer programs; Earthquakes; Steel construction; Stiffness methods; Dynamic structural analysis