CONTENTS
Volume 32, Number 1, 2019
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Rigid plastic analysis for the seismic performance evaluation of steel storage racks
Rosario Montuori, Giammaria Gabbianelli, Elide Nastri and Marco Simoncelli
pages 1-19.
DOI: 10.12989/scs.2019.32.1.001
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Strengthening of steel-concrete composite beams with prestressed CFRP plates using an innovative anchorage system
Shi-cheng Wan, Qiao Huang and Jian Guan
pages 21-45.
DOI: 10.12989/scs.2019.32.1.021
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Lateral performance of CRCS connections with tube plate
Rahman Jafari, Nader K.A. Attari, Ali Nikkhoo and Saeid Alizadeh
pages 37-57.
DOI: 10.12989/scs.2019.32.1.037
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Experimental study on hollow steel-reinforced concrete-filled GFRP tubular members under axial compression
B.L. Chen and L.G. Wang
pages 59-66.
DOI: 10.12989/scs.2019.32.1.059
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Optimal lateral load pattern for pushover analysis of building structures
Alireza Habibi, Hooman Saffari and Mehdi Izadpanah
pages 67-77.
DOI: 10.12989/scs.2019.32.1.067
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Experimental evaluation of steel connections with horizontal slit dampers
Hossein Akbari Lor, Mohsen Izadinia and Parham Memarzadeh
pages 79-90.
DOI: 10.12989/scs.2019.32.1.079
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Evaluation of ground motion scaling methods on drift demands of energy-based plastic designed steel frames under near-fault pulse-type earthquakes
Behnoud Ganjavi, Amirali Hadinejad and Amir Hossein Jafarieh
pages 91-110.
DOI: 10.12989/scs.2019.32.1.091
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Static behavior of novel RCS through-column-type joint: Experimental and numerical study
Xuan Huy Nguyen, Dang Dung Le and Quang-Huy Nguyen
pages 111-126.
DOI: 10.12989/scs.2019.32.1.111
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Rehabilitation of corroded circular hollow sectional steel beam by CFRP patch
Mahdi Razavi Setvati and Zahiraniza Mustaffa
pages 127-139.
DOI: 10.12989/scs.2019.32.1.127
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Behaviour of large fabricated stainless steel beam-to-tubular column joints with extended endplates
Jia Wang, Brian Uy and Dongxu Li
pages 141-156.
DOI: 10.12989/scs.2019.32.1.141