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It aims to explain the different sources of damage that can be triggered by an earthquake and the conceptual method of earthquake-resistant design. The book would also be useful for postgraduate students of civil engineering, practicing engineers, and architects.
Beginning with an introduction to earthquakes and ground motion, the book provides a detailed coverage of structures and soil in terms of their seismic response. The need for placing emphasis on conceptual design is covered in detail by enumerating factors that cause damage and by offering guidelines for efficient seismic-resistant design, with special attention to timber, masonry, concrete, and steel buildings.
About the Author
Shashikant K. Duggal, MNNIT, Allahabad
S.K. Duggal currently a professor in the Civil Engineering Department, Motilal Nehru National Institute of Technology, Allahabad, has over 36 years of experience in teaching undergraduate as well as postgraduate students. A Ph.D. from Allahabad University, he has published a number of research papers in both national and international journals.
- Paperback: 528 pages
- Publisher: Oxford University Press; 2 edition (September 1, 2013)
- Language: English
- ISBN-10: 0198083521
- ISBN-13: 978-0198083528
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Table of Contents
Preface to the Second Edition
Preface to the First Edition
- Earthquakes and Ground Motion
- Dynamics of Structures and Seismic Response
- Dynamics of Soils and Seismic Response
- Conceptual Design
- Code-based Analysis Method and Design Approaches
- Masonry Buildings
- Timber Buildings
- Reinforced Concrete Buildings
- Steel Buildings
- Non-structural Elements
- Bhuj Earthquake 2001: A Case Study
- Seismic Zones in India
- Some Significant Earthquakes in India
III. Zone Factor for Some Important Towns in India
- Definitions of Irregular Buildings—Plan Irregularities
- Definitions of Irregular Buildings—Vertical Irregularities
- Determination of Natural Frequencies and Mode Shapes
VII. Horizontal Seismic Coefficient (o)
VIII. Importance Factor (I)
- Soil-foundation Factor ()
- Second-order Effects (P- Effects)
- Bauschinger Effect
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