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NTIS 바로가기Strain, v.27 no.1, 1991년, pp.7 - 10
Scott, R H (School of Engineering and Applied Science, University of Durham, South Road, Durham DH1 3LE.) , Gill, P A T (School of Engineering and Applied Science, University of Durham, South Road, Durham DH1 3LE.)
Laboratory tests to investigate the seismic behaviour of five reinforced concrete external beamlcolumn connection specimens, by subjecting the beams to a series of slow load reversals, are described. The first three tests were undertaken as an extension of a static (non‐seismic) test programme...
1 Mains , R.M. , “Measurement of the distribution of tensile and bond stresses along reinforcing bars” , Journal ACI, Proceedings 48 , 3 , ( Nov 1951 ), 225 – 252 .
2 Scott , R.H. , and Gill , P.A.T. , “Techniques in experimental stress analysis for reinforced concrete structures” , in Experimental Stress Analysis; Proceedings of an lnternational Conference, Amsterdam, May 1986 , Ed. H. Wieringa , Martinus Nijhoff Publishers , The Netherlands, ( 1986 ) ISBN 90–247‐3346‐4, 87 – 96 .
3 Scott , R.H. and Gill , P.A.T. , Assessing alternative details in beam/column connection“ , proc. 13th Congress IABSE, Helsinki , ( June 1988 ), 729 – 734 .
4 Scott , R.H. and Gill , P.A.T. , “An experimental investigation into the performance of reinforced concrete connections” , Applied Solid Mechanics 3 , ed I.M. Allison and C. Ruiz , Elsevier Applied Science , ISBN 1–85166‐ 435‐1, ( 1989 ), 128 – 141 .
5 Blume , J.A. , Newmark , N.N. and Corning , L.H. , “Design of multi‐storey reinforced concrete buildings for earthquake motions” , Portland Cement Association , Stokie Illinois, ( 1961 ), 318 .
6 Hanson , N.W. , and Connor , H.W. , “Seismic resistance of reinforced concrete beam‐column connections” , Proc. ASCE, Journal Struct. Div. 93, STS , ( October 1967 ), 533 – 560 .
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