INFLUENCE OF CAPACITY DESIGN METHOD ON THE SEISMIC RESPONSE OF R/C COLUMNS

References

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   Web of Science ®Google Scholar
• ASCE , [ 1985 ] American Society of Civil Engineers , " Design of structures to resist nuclear weapon effects ," ASCE Manual No . 42 , New York .
   Google Scholar
• Carvahlo , E. C. , [ 1995 ] “ Prenormative research in support of Eurocode 8 ,” Proc. 5th SECED Conf. on European Seismic Design Practice ( Balkema , 1995 ), pp. 43 – 50 .
   Google Scholar
• CEB , [ 1985 ] “ Model code for seismic design of concrete structures ,” CEB Bull, a" Inf ., 165 .
   Google Scholar
• CEB TG III/6 [ 1994 ] “ Behavioranalysis of reinforced concrete structures under alternate actions inducing inelastic response - Vol. 2 Frame members ,” CEB Bull, d' Inf . 220 .
   Google Scholar
• CEN , [ 1995 ] Techn. Comm. 250/SC8, Eurocode 8 Earthquake Resistant Design of Structures - Part 1 General Rules ( ENV 1998-1-1/2/3 ).
   Google Scholar
• Colangelo , F. , Giannini , R. and Pinto , P. E. , [ 1995 ] “ Seismic reliability analysis of R/C structures with stochastic properties ,” Structural Safety 18 ( 2/3 ), 151 – 168 .
   Web of Science ®Google Scholar
• Dolce , M. , and Evangelista , L. ,; [ 1990 ] “ A critical appraisal of the seismic code provisions for capacity design of R/C buildings ,” Proc. 9th European Conference on Earthquake Engineering A10 , pp. 13 – 22 .
   Google Scholar
• Dolce , M. and Evangelista , L. , [ 1991 ] “ Calibrazione della resistenza dei pilastri per una corretta risposta sismica degli edifici ,” Proc. 5th Italian Conference on Earthquake Engineering pp. 701 – 710 .
   Google Scholar
• French , C. W. and Boroojerdi , A. , [ 1989 ] “ Contribution of R/C floor slabs in resisting lateral loads ,” J. Structural Engineering, ASCE 115 , 1 – 18 .
   Web of Science ®Google Scholar
• ICBO , [ 1994 ] Int. Conf. of Building Officials , Uniform Building Code - 1994 Edition , Vol. 2 Structural Engineering Design Provisions Whittier , California .
   Google Scholar
• Kanaan , A. and Powell , G. H. ,; [ 1973 ] “ DRAIN-2D A general purpose computer program for dynamic analysis of inelastic plane structures ,” Rep. EERC-73/6 and EERC-73/22 , Univ. of California , Berkeley ( revised Sep. 1973 and Aug. 1975 ).
   Google Scholar
• Kappos , A. J. , [ 1986 ] “ Input parameters for inelastic seismic analysis of R/C frame structures ,” Proc. of 8th European Conference on Earthquake Engineering 3 , 6.1 pp 33 – 40 .
   Google Scholar
• Kappos , A. J. , [ 1990 ] “ Sensitivity of calculated inelastic seismic response to input motion characteristics ,” Proc. A US Nat. Conf on Earthquake Engineering 2 , pp. 25 – 34 .
   Google Scholar
• Kappos , A. J. , [ 1991 ] “ Analytical prediction of the collapse earthquake for R/C buildings Suggested methodology ,” Earthquake Engineering and Structural Dynamics 20 , 167 – 176 .
   Web of Science ®Google Scholar
• Kappos , A. J. , [ 1992 ] “ DRAIN-2D/90 A microcomputer program for the inelastic dynamic analysis of plane structures subjected to seismic loading ,” Rep. of the Lab. of Concrete Structures, Dept. of Civil Engng. Aristotle Univ. of Thessaloniki .
   Google Scholar
• Kappos , A. J. and Antoniades , K. , [ 1995 ] “ Seismic performance assessment of R/C buildings designed to the 1994 Eurocode 8 ,” Proc. 5th SECED Conf on European Seismic Design Practice ( Balkema, 1995 ), pp. 349 – 357 .
   Google Scholar
• Park , R. and Paulay , T. , [ 1975 ] Reinforced Concrete Structures ( J. Wiley & Sons , New York ).
   Google Scholar
• Paulay , T. , [ 1979 ] “ Developments in the design of ductile reinforced concrete frames ,” Bull. of the NZNSEE 12 ( 1 ), 35 – 48 .
   Google Scholar
• Paulay , T. , [ 1986 ] “ A critique of the special provisions for seismic design of the building code requirements for reinforced concrete (ACI 318–83) ,” J. of the ACI 83 , 274 – 283 .
   Web of Science ®Google Scholar
• Paulay , T. and Priestley , M. J. N. , [ 1992 ] Seismic Design of Reinforced Concrete and Masonry Buildings ( J. Wiley & Sons , New York ).
   Google Scholar
• Penelis , G. G. and Kappos , A. J. , [ 1996 ] Earthquake-resistant Concrete Structures ( E & FN SPON/Chapman & Hall , London ).
   Google Scholar
• Pinto , P. E. , [ 1992 ] “ Earthquake resistant design Research developments in basic and in normative research ,” Proc. 10th World Conf. on Earthquake Engineering 11 ( Balkema , 1994 ), pp. 6597 – 6611 .
   Google Scholar
• Pinto , P. E. , Colangelo , F. and Giannini , R. , [ 1995 ] “ Stochastic linearization technique for the calibration of capacity design factors of R/C frames ,” in Festschrift Prof. Bachmann - IBK Zurich pp. 96 – 102 .
   Google Scholar
• SANZ , [ 1982 ] Standards Association of New Zealand, “(a) Code of practice for the design of concrete structures (NZS 3101 - Part 1 1982); (b) Commentary on code of practice for the design of concrete structures ( NZS 3101 - Part 2 1982 ),” Wellington .
   Google Scholar
• SEAOC , [ 1966 ] Seismology Committee, “Recommended lateral force requirements and commentary,” SEAOC , San Francisco , Calif .
   Google Scholar
• Suzuki , N. , Otani , S. , Kobayashi . , [ 1984 ] Three-dimensional beam-column sub-assemblages under bidirectional earthquake loading ,” Proc. 8th World Conference on Earthquake Engineering VI , pp.453–460|pp.
   Google Scholar
• Zahn , F. A. , Park , R. and Priestle , M. J. N. , [ 1989 ] Strength and ductilit[|y19 of square reinforced concrete column sections subjected to biaxial bending ,” ACI Struct. Journal 86 (2), 123 – 131 .
   Web of Science ®Google Scholar