CONTENTS
Volume 17, Number 3, 2014
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Prediction of the flexural overstrength factor for steel beams using artificial neural network
Esra Mete Güneyisi, Mario D'Aniello, Raffaele Landolfo and Kasım Mermerdaş
pages 215-236.
DOI: 10.12989/scs.2014.17.3.215
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3D FE modeling considering shear connectors representation and number in CBGB
Muthanna A. Abbu, Talha A. Ekmekyapar and Mustafa A. Özakça
pages 237-252.
DOI: 10.12989/scs.2014.17.3.237
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Behavior and design of stainless steel tubular member welded end connections
Guven Kiymaz and Edip Seckin
pages 253-269.
DOI: 10.12989/scs.2014.17.3.253
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Experimental behavior of eccentrically loaded RC slender columns strengthened using GFRP wrapping
S.K. Elwan and M.A. Omar
pages 271-285.
DOI: 10.12989/scs.2014.17.3.271
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Experimental study on hysteretic properties of SRC columns with high steel ratio
Xilin Lu, Xiaowei Yin and Huanjun Jiang
pages 287-303.
DOI: 10.12989/scs.2014.17.3.287
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Buckling of symmetrically laminated quasi-isotropic thin rectangular plates
Erkin Altunsaray and İsmail Bayer
pages 305-320.
DOI: 10.12989/scs.2014.17.3.305
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A novel first-order shear deformation theory for laminated composite plates
Mohamed Sadoune, Abdelouahed Tounsi, Mohammed Sid Ahmed Houari and El Abbes Adda Bedia
pages 321-338.
DOI: 10.12989/scs.2014.17.3.321
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Mechanical behavior of steel-concrete composite decks with perfobond shear connectors
Hamed Allahyari, Mehdi Dehestani, Morteza H.A. Beygi, Bahram Navayi Neya and Ebrahim Rahmani
pages 339-358.
DOI: 10.12989/scs.2014.17.3.339