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Cheng, F. Y.; Tseng, W. H.
Dynamic Instability and Ultimate Capacity of Inelastic Systems Parametrically Excited by Earthquakes. Part I.
National Science Foundation, Washington, D.C. Div. of Advanced Environmental Research and Technology., August 1973, 153 p.
Identifying Number(s): ['CIVIL ENGINEERING STUDY-73-4', 'TR-1']
Keywords: Plastic analysis; Framed structures; Elastic analysis; Dynamic response; Earthquake engineering; Buckling; Computer programs; Foundations; Dynamic instability; Loads (Forces); Earthquakes; Dynamic structural analysisCheng, F. Y.; Oster, K. B.
Dynamic Instability and Ultimate Capacity of Inelastic Systems Parametrically Excited by Earthquakes. Part II.
National Science Foundation, Washington, D.C. Div. of Advanced Environmental Research and Technology., August 1976, 339 p.
Identifying Number(s): CIVIL ENGINEERING STUDY-76-1
Keywords: Plastic analysis; Framed structures; Elastic analysis; Dynamic response; Earthquake engineering; Buckling; Computer programs; Foundations; Dynamic instability; Loads (Forces); Earthquakes; Dynamic structural analysisCheng, F. Y.
Proceedings of the International Symposium on Earthquake Structural Engineering Held at St. Louis, Missouri, on August 19-21, 1976. Volume I.
National Science Foundation, Washington, DC. Applied Science and Research Applications., August 1976, 658 p.
Keywords: Seismic design; Earthquake resistant structures; Towers; Seismic risk; Structural design; Dynamic response; Ground motion; Earthquake engineering; Buildings; Meetings; Soil dynamics; Soil structure interactions; Foundations; Earthquakes; Dynamic structural analysisCheng, F. Y.
Proceedings of the International Symposium on Earthquake Structural Engineering Held at St. Louis, Missouri, on August 19-21, 1976. Volume II.
National Science Foundation, Washington, DC. Applied Science and Research Applications., August 1976, 645 p.
Keywords: Seismic design; Earthquake resistant structures; Bridges; Seismic risk; Structural design; Dynamic response; Ground motion; Earthquake engineering; Buildings; Meetings; Soil dynamics; Soil structure interactions; Foundations; Earthquakes; Dynamic structural analysisCheng, F. Y.; Kitipitayangkul, P.
Investigation of the Effect of 3-D Parametric Earthquake Motions on Stability of Elastic and Inelastic Building Systems. Report No. 1.
National Science Foundation, Washington, DC. Engineering and Applied Science., August 1979, 396 p.
Identifying Number(s): CIVIL ENGINEERING STUDY-79-10
Keywords: Floors; INRESB-3D computer program; Earthquake resistant structures; Stiffness methods; Mechanical hysteresis; Walls; Buildings; Earthquake engineering; Computer programming; Elastic properties; Earthquakes; Dynamic structural analysisCheng, F. Y.; Kitipitayangkul, P.
INRESB-3D: A Computer Program for Inelastic Analysis of Reinforced-Concrete Steel Buildings Subjected to 3-Dimensional Ground Motions. Report No. 2.
National Science Foundation, Washington, DC. Engineering and Applied Science., August 1979, 104 p.
Identifying Number(s): CIVIL ENGINEERING STUDY-79-11
Keywords: Floors; INRESB-3D computer program; Earthquake resistant structures; Stiffness methods; Walls; Buildings; Earthquake engineering; Fortran 4 programming language; Elastic properties; Computer programs; Fortran; Earthquakes; Dynamic structural analysisCheng, F. Y.; ifuengfung, D.; Sheng, L. H.
Optimum Design of Static, Earthquake, and Wind Steel Structures (ODSEWS-2D).
National Science Foundation, Washington, DC. Div. of Problem-Focused Research Applications., January 1981, 314 p.
Identifying Number(s): CIVIL ENGINEERING STUDY-81-10
Keywords: Seismic design; Dynamic loads; Static loads; Wind pressure; Steel structures; ODSEWS computer program; Buildings; Earthquake engineering; IBM 370/168 computers; Gust loads; Computer programs; Building codes; 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 codesTruman, K. Z.; Juang, D. S.; Cheng, F. Y.
ODRESB-3D User's Manual. A Computer Program for Optimum Design of Reinforced Concrete and Steel Building Systems Subjected to 3-D Ground Motions and ATC-03 Provisions.
National Science Foundation, Washington, DC., December 1985, 220 p.
Identifying Number(s): CIVIL ENGINEERING STUDY-85-30
Keywords: Seismic design; ODRESB-3D computer program; Building design; Reinforced concrete; Reinforcing steels; Earthquake engineering; Computer programsCheng, F. Y.; Juang, D. S.
Optimum Design of Braced and Unbraced Frames for Static, Seismic, and Wind Forces with UBC, ATC-3, and TJ-11.
National Science Foundation, Washington, DC., December 1985, 379 p.
Identifying Number(s): CIVIL ENGINEERING STUDY-85-10
Keywords: Seismic design; Static loads; Steel structures; Wind loads; Bracing; Frames; Earthquake engineering; ODSEWS-2D-II computer program; Building codes