Comparative Numerical Study of Circular-Shaped Steel Tubes Subjected to Cyclic Horizontal Loading
Circular-shaped steel tubes have increasingly used in a range of structural and architectural engineering applications. This paper investigates the influence of biaxial cyclic horizontal loading patterns on the seismic behavior of the stepped CHS tubes. A
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Magd Abdel Wahab Editor
Proceedings of 1st International Conference on Structural Damage Modelling and Assessment SDMA 2020, 4–5 August 2020, Ghent University, Belgium
Lecture Notes in Civil Engineering Volume 110
Series Editors Marco di Prisco, Politecnico di Milano, Milano, Italy Sheng-Hong Chen, School of Water Resources and Hydropower Engineering, Wuhan University, Wuhan, China Ioannis Vayas, Institute of Steel Structures, National Technical University of Athens, Athens, Greece Sanjay Kumar Shukla, School of Engineering, Edith Cowan University, Joondalup, WA, Australia Anuj Sharma, Iowa State University, Ames, IA, USA Nagesh Kumar, Department of Civil Engineering, Indian Institute of Science Bangalore, Bengaluru, Karnataka, India Chien Ming Wang, School of Civil Engineering, The University of Queensland, Brisbane, QLD, Australia
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Magd Abdel Wahab Editor
Proceedings of 1st International Conference on Structural Damage Modelling and Assessment SDMA 2020, 4–5 August 2020, Ghent University, Belgium
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Editor Magd Abdel Wahab Faculty of Engineering and Architecture Ghent University Ghent, Belgium
ISSN 2366-2557 ISSN 2366-2565 (electronic) Lecture Notes in Civil Engineering ISBN 978-981-15-9120-4 ISBN 978-981-15-9121-1 (eBook) https://doi.org/10.1007/978-981-15-9121-1 © Springer Nature Singapore Pte Ltd. 2021 This work is subject to copyright. All rights are reserved by the Publisher, whether the whole or part of the material is concerned, specifically the rights of translation, reprinting, reuse of illustrations, recitation, broadcasting, reproduct