| Summary: | 碩士 === 國立交通大學 === 土木工程學系研究所 === 85 === The object of this research is to investigate the related problem of the ul
timate strength and the design strength of steel reinforced concrete (SRC) mem
ber. Besides, the research is attend to development a computer program combine
d with ETABS for SRC structural design. The design method based on the "Rela
tive Rigidity Ratio" concept and the"Strength Superposition" concept is sugges
ted to calculate the beam-column strength of the SRC member. Then, the design
strength of the SRC member obtained by the proposed methods are compared with
the results calculated by those formulae suggested by AIJ-SRC code (1987), AIS
C-LRFD specification (1993) and. ACI-318 Building Code(1995). Besides, 123 tes
t data from 21 papersare collected by this research to compare with the streng
th predicted by theproposed method, AIJ-SRC code, AISC-LRFD specification and
ACI-318 Code. Besides, a computer program developed by the proposed method i
s attended to combine with ETABS software. Finally, a design example (22 stori
es building)is provided to prove the usability of the program.
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