CONTENTS
Volume 23, Number 1, 2017
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Buckling analysis of functionally graded truncated conical shells under external displacement-dependent pressure
Majid Khayat, Davood Poorveis and Shapour Moradi
pages 1-16.
DOI: 10.12989/scs.2017.23.1.001
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Experimental and analytical performance evaluation of steel beam to concrete-encased composite column with unsymmetrical steel section joints
Yunfeng Xiao, Lei Zeng, Zhenkun Cui, Siqian Jin and Yiguang Chen
pages 17-29.
DOI: 10.12989/scs.2017.23.1.017
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Multi-response optimization of crashworthiness parameters of bi-tubular structures
K. Vinayagar and A. Senthil Kumar
pages 31-40.
DOI: 10.12989/scs.2017.23.1.031
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Hygrothermal analysis of laminated composites using C0 FE model based on higher order zigzag theory
S.K. Singh and A. Chakrabarti
pages 41-51.
DOI: 10.12989/scs.2017.23.1.041
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Rotational capacity of pre-damaged I-section steel beams at elevated temperatures
Daphne Pantousa and Euripidis Mistakidis
pages 53-66.
DOI: 10.12989/scs.2017.23.1.053
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Numerical analysis of tilted angle shear connectors in steel-concrete composite systems
Koosha Khorramian, Shervin Maleki, Mahdi Shariati, Abdolrahim Jalali and M.M. Tahir
pages 067-85.
DOI: 10.12989/scs.2017.23.1.067
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CFRP strengthening of steel columns subjected to eccentric compression loading
Amir Hamzeh Keykha
pages 087-94.
DOI: 10.12989/.2017.23.1.087
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Incremental dynamic analyses of concrete buildings reinforced with shape memory alloy
Masoud Mirtaheri, Mehrshad Amini and Hossein Khorshidi
pages 95-105.
DOI: 10.12989/scs.2017.23.1.095
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Design of stepwise foam claddings subjected to air-blast based on Voronoi model
Minzu Liang, Fangyun Lu, Guodong Zhang and Xiangyu Li
pages 107-114.
DOI: 10.12989/scs.2017.23.1.107
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Anchored blind bolted composite connection to a concrete filled steel tubular column
Hossein Agheshlui, Helen Goldsworthy, Emad Gad and Olivia Mirza
pages 115-130.
DOI: 10.12989/scs.2017.23.1.115
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Evaluation of limit load analysis for pressure vessels — Part II: Robust methods
Xiaohui Chen, Bingjun Gao and Xingang Wang
pages 131-142.
DOI: 10.12989/scs.2017.23.1.131