CONTENTS
Volume 1, Number 2, 2001
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Semi-continuous beam-to column joints at the Millennium Tower in Vienna, Austria
Gerald Huber(Austria)
pages 159-170.
DOI: 10.12989/scs.2001.1.2.159
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Axial compressive strenth of short steel and composite columns fabricated with high strength steel plate
B. Uy(Australia)
pages 171-185.
DOI: 10.12989/scs.2001.1.2.171
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Investigation of rotational characteristics of column\'PINNED\' bases of steel portal frames
Timothy Chi-ho Liu(U.K.)
pages 187-200.
DOI: 10.12989/scs.2001.1.2.187
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Effects of loading rate on mechanical behavior of SRC shearwalls
Fumiya Esaki and Masayuki Ono(China)
pages 201-212.
DOI: 10.12989/scs.2001.1.2.201
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Practical design guidlines for semi-continuous composite braced fremes
J.Y. Richard Liew, K.L Looi(Singapore) and Brian Uy(Australia)
pages 213-230.
DOI: 10.12989/scs.2001.1.2.213
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FRP or steel plate-to-concrete bonded joints: Effect of test methods on experimental bond strength
J.F. Chen, Z.J. Yang and G.D. Holt(U.K)
pages 231-244.
DOI: 10.12989/scs.2001.1.2.231
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Analytical evaluation of the moment-rotation response of beam-to-column composite joints under static loading
L. Simoes da Silva, Ana M. Girao Coelho, Rui A.D. Simoes (Portugal)
pages 245-268.
DOI: 10.12989/scs.2001.1.2.245