Effect of Slab Thickness on Period of the Vibration of Reinforced Concrete Building
The fundamental time period of vibration of reinforced concrete (RC) moment resisting frame (MRF) buildings can be calculated using empirical expressions of Indian codes of seismic design to derive design base shear. Indian code IS1893 (Part-1)–2016 provi
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Sondipon Adhikari Anjan Dutta Satyabrata Choudhury Editors
Advances in Structural Technologies Select Proceedings of CoAST 2019
Lecture Notes in Civil Engineering Volume 81
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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Sondipon Adhikari Anjan Dutta Satyabrata Choudhury •
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Editors
Advances in Structural Technologies Select Proceedings of CoAST 2019
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Editors Sondipon Adhikari Swansea University Wales, UK
Anjan Dutta Indian Institute of Technology Guwahati Guwahati, Assam, India
Satyabrata Choudhury National Institute of Technology Silchar Silchar, Assam, India
ISSN 2366-2557 ISSN 2366-2565 (electronic) Lecture Notes in Civil Engineering ISBN 978-981-15-5234-2 ISBN 978-981-15-5235-9 (eBook) https://doi.org/10.1007/978-981-15-5235-9 © 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 illustrat
