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E-raamat: Design of Wind and Earthquake Resistant Reinforced Concrete Buildings [Taylor & Francis e-raamat]

(Department of Civil Engineering, Jadavpur University, Kolkata, India), (Skematic Consultant, Kolkata, India)
  • Formaat: 232 pages, 110 Tables, black and white; 90 Line drawings, black and white
  • Ilmumisaeg: 15-Jun-2021
  • Kirjastus: CRC Press
  • ISBN-13: 9781003083320
Teised raamatud teemal:
  • Taylor & Francis e-raamat
  • Hind: 216,96 €*
  • * hind, mis tagab piiramatu üheaegsete kasutajate arvuga ligipääsu piiramatuks ajaks
  • Tavahind: 309,94 €
  • Säästad 30%
Design of Wind and Earthquake Resistant Reinforced Concrete BuildingsSuurem pilt
  • Formaat: 232 pages, 110 Tables, black and white; 90 Line drawings, black and white
  • Ilmumisaeg: 15-Jun-2021
  • Kirjastus: CRC Press
  • ISBN-13: 9781003083320
Teised raamatud teemal:
Taylor & Francis e-raamatudRohkem infot Taylor & Francis e-raamatute kohta
Raamatu kodulehekülg: https://www.taylorfrancis.com/books/9781003083320
"The book is aimed at researchers, professionals, graduate students in wind and earthquake engineering, design of RCC structures, modelling and analysis of structures, civil/infrastructure engineering"--

Design of Wind- and Earthquake- Resistant Reinforced Cement Concrete Buildings explains wind and seismic design issues of RCC buildings in brief and provides design examples based on recommendations of latest IS codes essential for industrial design. Intricate issues of RCC design are discussed which are supplemented by real-life examples. Guidelines are presented for evaluating the acceptability of wind-induced motions of tall buildings. Design methodologies for structures to deform well beyond their elastic limits, which is essential under seismic excitation, have been discussed in detail. Comparative discussion including typical design examples using recent British, Euro and American codes is also included.

Features:

Explains wind- and earthquake-resistant design issues, balancing theoretical aspects and design implications, in detail

Discusses issues for designing the wind- and earthquake-resistant RCC structures

Provides comprehensive understanding, analysis, design and detailing of the structures

Includes a detailed discussion on IS code related to wind- and earthquake-resistant design and its comparison with Euro, British and American codes

Contains architectural drawings and structural drawings along with STAAD Pro input and output files

The book is aimed at researchers, professionals, graduate students in wind and earthquake engineering, design of RCC structures, modelling and analysis of structures, civil/infrastructure engineering.

List of Figures
xi
List of Tables
xv
Preface xix
Acknowledgements xxi
Authors xxiii
Notation xxv
Chapter 1 Introduction
1(18)
1.1 Preamble
1(1)
1.2 A Few Important Aspects of Structural Design
1(3)
1.2.1 Strength and Serviceability
2(1)
1.2.2 Ductility and Hysteresis
2(2)
1.2.3 Redundancy
4(1)
1.3 Architectural Requirements
4(5)
1.4 Lateral Load-Resisting System
9(3)
1.4.1 Subsystems and Components
9(1)
1.4.2 Moment-Resisting Frames, Braced Frames and Shear Walls
10(2)
1.5 Collapse Pattern
12(2)
1.6 Dynamic Response Concept
14(2)
1.7 Wind Load and Earthquake Load
16(3)
1.7.1 Wind Load
16(1)
1.7.2 Earthquake Load
17(2)
Chapter 2 Wind Analysis of Buildings
19(10)
2.1 Preamble
19(2)
2.2 Wind Load Provisions as per is 875 (Part 3), 2015
21(8)
2.2.1 Different Approaches to Wind Analysis
22(1)
2.2.1.1 Pressure Coefficient Approach
23(1)
2.2.1.2 Drag Coefficient Approach
24(1)
2.2.1.3 Gust Factor Approach
25(4)
Chapter 3 Seismic Analysis of Buildings
29(28)
3.1 Preamble
29(1)
3.2 Seismicity
29(3)
3.3 General Principles and Design Criteria
32(2)
3.4 Response Spectrum of a Ground Motion
34(15)
3.4.1 Acceleration Response Spectrum of a Ground Motion
34(1)
3.4.2 Liquefaction Potential
34(15)
3.5 Estimation of Base Shear
49(6)
3.5.1 Various Aspects of Base Shear
49(3)
3.5.2 Estimation of Base Shear as per is 1893 (Part 1), 2016
52(1)
3.5.2.1 Equivalent Static Method
52(2)
3.5.2.2 Response Spectrum Method
54(1)
3.6 P-Δ Analysis
55(1)
3.7 Ductility Assessment
55(1)
3.8 Reinforced Concrete Buildings with Unreinforced Masonry Infill Walls
56(1)
Chapter 4 Structural Design of Reinforced Concrete Buildings
57(150)
4.1 Preamble
57(1)
4.1.1 Steps for Structural Design of Reinforced Concrete Framed Buildings
57(1)
4.2 List of Relevant is Codes
58(1)
4.3 Load Calculation
58(1)
4.3.1 Dead Load
58(1)
4.4 Design Example of a Six-Storied Reinforced Concrete Framed Residential Building
59(116)
4.4.1 Choice of Beam Depth
60(1)
4.4.2 Choice of Slab Thickness
61(1)
4.4.3 Calculation of Dead Load
62(2)
4.4.4 Live/Imposed Load
64(1)
4.4.5 Approximate Axial Load on a Particular Column
64(2)
4.4.6 Design of Slab Panels
66(5)
4.4.7 Wind Load Analysis
71(1)
4.4.7.1 Basic Wind Pressure
71(2)
4.4.7.2 Wind Load as per "Drag Coefficient Approach"
73(5)
4.4.7.3 Wind Load as per the "Pressure Coefficient Approach"
78(3)
4.4.8 Seismic Load Analysis
81(8)
4.4.9 Substitute Frame Analysis under Dead and Live Loads
89(27)
4.4.10 Frame Analysis under Wind and Seismic Forces
116(15)
4.4.11 Summary on Maximum Bending Moment and Shear due to Dead Load, Live Load, Wind Load and Seismic Load
131(15)
4.4.12 Design of Frame Beams
146(5)
4.4.13 Design of Columns
151(14)
4.4.14 Design of Foundations
165(3)
4.4.15 Working Drawings of Slabs, Beams, Columns and Foundations
168(7)
4.5 Design of a 15-Storied Reinforced Concrete-Framed Residential Building on a Pile Foundation
175(32)
4.5.1 Dead Load and Live Loads
175(2)
4.5.2 Wind Analysis
177(1)
4.5.2.1 Basic Wind Pressure
177(3)
4.5.2.2 Wind Load as per "Drag Coefficient Approach"
180(1)
4.5.2.3 Wind Load as per "Pressure Coefficient Method"
181(3)
4.5.2.4 Wind Load as per "Gust Factor Approach"
184(11)
4.5.2.5 Wind Load Analysis Using Software
195(1)
4.5.3 Seismic Load Analysis Using Software
195(1)
4.5.4 Different Checks
195(2)
4.5.5 Design of Beams, Columns and Pile Caps Using Software
197(1)
4.5.6 Working Drawings of Slabs, Beams, Columns and Foundations
197(10)
Chapter 5 Comparison of Basic Parameters Stipulated For Wind and Seismic Analysis, as Per Is, Ibc, Asce, Aci, En and Bs Codes
207(20)
5.1 Preamble
207(2)
5.2 Wind Load Analysis
209(3)
5.3 Seismic Load Analysis
212(1)
5.4 Numerical Example of Wind and Seismic Load Analysis
213(8)
5.5 Comparison of Basic Parameters Stipulated in Indian, American and British Codes
221(6)
Bibliography 227(4)
Index 231
Somnath Ghosh is serving as a Professor in the department of Civil Engineering Department at Jadavpur University in West Bengal, India. He was Dean of Engineering faculty and Head of Civil Engineering department at Jadavpur University. Dr. Ghosh did his B.E. in Civil Engineering from Jadavpur University, Kolkata, and M.Tech and Ph.D from IIT Kharagpur. He is a member and chattered engineer of the Institute of Structural Engineers (UK). He has done research in USA and Australia. He has delivered invited lecture in UK, Australia, Singapore, Malaysia, Thailand, and USA. He has also delivered a huge number of lectures as resource person in different IITs, NITs and Universities. He has served as an expert member on several occasions for many institutes and universities. He has served as member of several high-powered committees in AICTE, UGC, CSIR, UPSC etc. and at Jadavpur university level. He has contributed significantly in the area of Structural Engineering and material. He has also been a structural consultant to a number of key projects at the national level. Based on his research works, Dr. Ghosh has published a number of papers in peer reviewed national and international journals and six monographs. Apart from his research activities, Dr. Ghosh has demonstrated his technical skill by providing advice on industrial problems and these have been implemented successfully. The repair and restoration techniques adopted for the earthquake damaged structures of Kandla SEZ through his expertise deserve special mention. His other noteworthy contribution is the restoration of earthquake damaged assembly building in Sikkim. Besides, his skill in computer-aided structural analysis has been demonstrated through the design of a 52-metre tall Buddha statue atop a hill at Namchi, Sikkim, and a cricket stadium at Guwahati, Assam. His earlier selection as country head of a division in Setrco Nigeria Ltd, a multinational company in Nigeria, speaks volumes about his administrative as well as academic skill and expertise. In this capacity he was responsible for looking after geotechnical and quality control activity of highways, bridges and buildings. Arundeb Gupta is serving as Principal Structural Engineer for Skematic consultant at Kolkata, India. He did his B.E. and Ph.D in Civil Engineering from Jadavpur University, Kolkata. Dr. Gupta has published several papers in peer reviewed national and international journals. He has completed a huge number of key projects at the national level. He is also serving as Guest faculty at Jadavpur University.
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