CONTENTS
Volume 22, Number 1, 2016
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Dynamic numerical analysis of single-support modular bridge expansion joints
Xinzhe Yuan, Ruiqi Li, Jian'guo Wang and Wancheng Yuan
pages 1-12.
DOI: 10.12989/scs.2016.22.1.001
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Effect of fiber content on flexural properties of fishnet/GFRP hybrid composites
F. Michael Raj, V.A. Nagarajan, S. Sahaya Elsi and R.S. Jayaram
pages 13-24.
DOI: 10.12989/scs.2016.22.1.013
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An investigation of anchorage to the edge of steel plates bonded to RC structures
M.E. Kara, F.K. Firat, M. Sonmez and T. Karabork
pages 25-43.
DOI: 10.12989/scs.2016.22.1.025
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Research on anti-seismic property of new end plate bolt connections - Wave web girder-column joint
Haotian Jiang, Qingning Li, Lei Yan, Chun Han, Wei Lu and Weishan Jiang
pages 45-61.
DOI: 10.12989/scs.2016.22.1.045
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Stress-transfer in concrete encased and filled tube square columns employed in top-down construction
Sun-Hee Kim, Kyong-Soo Yom and Sung-Mo Choi
pages 63-77.
DOI: 10.12989/scs.2016.22.1.063
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Nonlinear finite element modeling of steel-sheathed cold-formed steel shear walls
Shahin Borzoo, Seyed Rasoul Mir Ghaderi, Saeed Mohebi and Ali Rahimzadeh
pages 079-89.
DOI: 10.12989/scs.2016.22.1.079
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Thermal post-buckling behavior of imperfect temperature-dependent sandwich FGM plates resting on Pasternak elastic foundation
Merbouha Barka, Kouider Halim Benrahou, Ahmed Bakora and Abdelouahed Tounsi
pages 91-112.
DOI: 10.12989/scs.2016.22.1.091
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Seismic response of 3D steel buildings with hybrid connections: PRC and FRC
Alfredo Reyes-Salazar, Jesús Alberto Cervantes-Lugo, Arturo López Barraza, Edén Bojórquez and Juan Bojorquez
pages 113-139.
DOI: 10.12989/scs.2016.22.1.113
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Rotation capacity of composite beam connected to RHS column, experimental test results
Mohammadreza Eslami and Hisashi Namba
pages 141-159.
DOI: 10.12989/scs.2016.22.1.141
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A state space meshless method for the 3D analysis of FGM axisymmetric circular plates
Chih-Ping Wu and Yan-Cheng Liu
pages 161-182.
DOI: 10.12989/scs.2016.22.1.161
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Effect of stiffeners on failure analyses of optimally designed perforated steel beams
Ferhat Erdal
pages 183-201.
DOI: 10.12989/scs.2016.22.1.183
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Stress concentration factors test of reinforced concrete-filled tubular Y-joints under in-plane bending
Jun-fen Yang, Chao Yang, Ming-zhou Su and Ming Lian
pages 203-216.
DOI: 10.12989/scs.2016.22.1.203