Holy Name University Library

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Seismic design and analysis of tanks / Gian M. Calvi, Roberto Nascimbene, University School for Advanced Studies Pavia, Province of Pavia, Italy.

By: Calvi, G. M. (Gian Michele) [author.].
Contributor(s): Nascimbene, Roberto [author.].
Publisher: Hoboken, New Jersey : John Wiley & Sons, Inc., [2023]Description: xv, 336 pages : illustrations ; 24 cm.Content type: text Media type: unmediated Carrier type: volumeISBN: 9781119849810.Subject(s): Tanks -- Design and construction | Tanks -- Earthquake effectsAdditional physical formats: Online version:: Seismic design and analysis of tanksDDC classification: 623.74752 C13
Contents:
Preface xi Acknowledgments xiii Introduction xv 1 Appealing shell structures 1 1.1 Beams and arches . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 1.2 Plates and vaults . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 1.3 Rectangular and cylindrical tanks . . . . . . . . . . . . . . . . . . 12 1.4 Seismic behaviour of tanks . . . . . . . . . . . . . . . . . . . . . 23 1.5 Field observation of damage to tanks induced by seismic events 38 1.6 Design consideration . . . . . . . . . . . . . . . . . . . . . . . . . 48 1.7 A simplified description of seismic response of tanks . . . . . . . 57 1.8 Discussion on existing codes . . . . . . . . . . . . . . . . . . . . . 60 1.9 Content of the book . . . . . . . . . . . . . . . . . . . . . . . . . 66 2 Above ground anchored rigid tanks 67 2.1 Introduction . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 67 2.2 Circular vertical anchored tanks . . . . . . . . . . . . . . . . . . . 68 2.2.1 Impulsive pressure component . . . . . . . . . . . . . 71 2.2.2 Convective pressure component . . . . . . . . . . . . 81 2.2.3 Effects of vertical component of the seismic action . 89 vii 2.2.4 Effects of tank inertia . . . . . . . . . . . . . . . . . . 92 2.2.5 Periods of vibration . . . . . . . . . . . . . . . . . . . 93 2.2.6 Effects of liquid viscosity . . . . . . . . . . . . . . . . 99 2.2.7 Effects of inhomogeneous liquids . . . . . . . . . . . 102 2.2.8 Convective wave displacement and pressure . . . . . 111 2.2.9 Combination of pressures and behavior factor . . . . 118 2.2.10 Tank forces and stresses . . . . . . . . . . . . . . . . 124 2.2.11 Effects of rocking motion . . . . . . . . . . . . . . . . 131 2.3 Rectangular anchored tanks . . . . . . . . . . . . . . . . . . . . . 136 2.3.1 Impulsive and convective pressure components . . . 136 2.3.2 Periods of vibration . . . . . . . . . . . . . . . . . . . 141 2.3.3 Convective wave displacement . . . . . . . . . . . . . 143 2.3.4 Tank forces and stresses . . . . . . . . . . . . . . . . 143 3 Above ground unanchored rigid tanks 149 3.1 Introduction . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 149 3.2 Vertical cylindrical tanks . . . . . . . . . . . . . . . . . . . . . . . 153 3.2.1 Axial membrane stress in shell wall . . . . . . . . . . 161 3.2.2 Shell uplift . . . . . . . . . . . . . . . . . . . . . . . . 165 3.2.3 Radial membrane stress at base . . . . . . . . . . . . 167 3.2.4 Plastic rotation at base . . . . . . . . . . . . . . . . . 168 3.3 Rectangular tanks . . . . . . . . . . . . . . . . . . . . . . . . . . . 170 4 Elevated tanks 175 viii 4.1 Introduction . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 175 4.2 Single lumped-mass model . . . . . . . . . . . . . . . . . . . . . . 182 4.3 Two uncoupled mass model . . . . . . . . . . . . . . . . . . . . . 186 4.4 Two coupled masses model . . . . . . . . . . . . . . . . . . . . . 190 5 Flexible tanks 201 5.1 Introduction . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 201 5.2 Impulsive pressure component . . . . . . . . . . . . . . . . . . . . 205 5.2.1 Vertical cylindrical tanks . . . . . . . . . . . . . . . . 205 5.2.2 Rectangular tanks . . . . . . . . . . . . . . . . . . . . 219 5.3 Effects of vertical component of the seismic action . . . . . . . 226 5.4 Periods of vibration . . . . . . . . . . . . . . . . . . . . . . . . . . 231 5.5 Combination of pressures . . . . . . . . . . . . . . . . . . . . . . 246 5.6 Tank forces and stresses . . . . . . . . . . . . . . . . . . . . . . . 255 5.6.1 Vertical cylindrical tanks . . . . . . . . . . . . . . . . 257 5.6.2 Rectangular tanks . . . . . . . . . . . . . . . . . . . . 270 5.7 Effects of rocking motion . . . . . . . . . . . . . . . . . . . . . . 272 6 Other peculiar principles 277 6.1 Introduction . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 277 6.2 Effects of soil–structure interaction . . . . . . . . . . . . . . . . . 278 6.3 Flow-dampening devices . . . . . . . . . . . . . . . . . . . . . . . 288 6.4 Base-isolation devices . . . . . . . . . . . . . . . . . . . . . . . . 302 6.5 Underground rigid tanks . . . . . . . . . . . . . . . . . . . . . . . 313 ix 6.6 Horizontal tanks . . . . . . . . . . . . . . . . . . . . . . . . . . . . 317 6.7 Conical tanks . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 324 7 General design principles 333 7.1 Introduction . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 333 7.2 Requirements for steel tanks . . . . . . . . . . . . . . . . . . . . 334 7.2.1 Base plate . . . . . . . . . . . . . . . . . . . . . . . . 335 7.2.2 Sidewall . . . . . . . . . . . . . . . . . . . . . . . . . . 339 7.2.3 Openings . . . . . . . . . . . . . . . . . . . . . . . . . 348 7.2.4 Roof . . . . . . . . . . . . . . . . . . . . . . . . . . . . 353 7.2.5 Foundation . . . . . . . . . . . . . . . . . . . . . . . . 362 7.2.6 Stiffeners . . . . . . . . . . . . . . . . . . . . . . . . . 373 7.2.7 Buckling limit state . . . . . . . . . . . . . . . . . . . 406 7.3 Requirements for concrete tanks . . . . . . . . . . . . . . . . . . 423 7.3.1 Serviceability limit state . . . . . . . . . . . . . . . . 425 7.3.2 Ultimate limit state . . . . . . . . . . . . . . . . . . . 435 7.3.3 Detailing and particular rules . . . . . . . . . . . . . . 436 A Dimensionless design charts 463 A.1 Introduction . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 463 B Codes, Manuals, Recommendations, Guidelines, Reports 471 B.1 Introduction . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 471 Bibliography . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 486
Summary: "Written by well-known and respected thought leaders in the field, Seismic Design and Analysis of Tanks is a comprehensive, global guide to the principles and applications of shell structure design and earthquake engineering with a focus on tank structures. This important text investigates the design, analysis, and performance of steel, reinforced concrete, and precast tanks that are aboveground, underground, or elevated. For a global overview of the latest analytical and practical solutions available, this guide includes the latest US codes and standards from ASCE, ACI, AWWA, and API, as well as Eurocodes and CEN. With detailed illustrations, photographs of real world damage to tanks induced by seismic events, and hundreds of step-by-step equations, practicing professionals and students in structural and geotechnical engineering now have a state-of-the-art guide to the seismic engineering performance of storage tanks that isn't bogged down with impenetrable math and theory"-- Provided by publisher.
Item type Current location Collection Call number Status Date due Barcode
Books Books College Library
General Circulation Section 		GC GC 623.74752 C13 2023 (Browse shelf) Available HNU004610

Includes bibliographical references and index.

Preface xi Acknowledgments xiii Introduction xv 1 Appealing shell structures 1 1.1 Beams and arches . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 1.2 Plates and vaults . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 1.3 Rectangular and cylindrical tanks . . . . . . . . . . . . . . . . . . 12 1.4 Seismic behaviour of tanks . . . . . . . . . . . . . . . . . . . . . 23 1.5 Field observation of damage to tanks induced by seismic events 38 1.6 Design consideration . . . . . . . . . . . . . . . . . . . . . . . . . 48 1.7 A simplified description of seismic response of tanks . . . . . . . 57 1.8 Discussion on existing codes . . . . . . . . . . . . . . . . . . . . . 60 1.9 Content of the book . . . . . . . . . . . . . . . . . . . . . . . . . 66 2 Above ground anchored rigid tanks 67 2.1 Introduction . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 67 2.2 Circular vertical anchored tanks . . . . . . . . . . . . . . . . . . . 68 2.2.1 Impulsive pressure component . . . . . . . . . . . . . 71 2.2.2 Convective pressure component . . . . . . . . . . . . 81 2.2.3 Effects of vertical component of the seismic action . 89 vii 2.2.4 Effects of tank inertia . . . . . . . . . . . . . . . . . . 92 2.2.5 Periods of vibration . . . . . . . . . . . . . . . . . . . 93 2.2.6 Effects of liquid viscosity . . . . . . . . . . . . . . . . 99 2.2.7 Effects of inhomogeneous liquids . . . . . . . . . . . 102 2.2.8 Convective wave displacement and pressure . . . . . 111 2.2.9 Combination of pressures and behavior factor . . . . 118 2.2.10 Tank forces and stresses . . . . . . . . . . . . . . . . 124 2.2.11 Effects of rocking motion . . . . . . . . . . . . . . . . 131 2.3 Rectangular anchored tanks . . . . . . . . . . . . . . . . . . . . . 136 2.3.1 Impulsive and convective pressure components . . . 136 2.3.2 Periods of vibration . . . . . . . . . . . . . . . . . . . 141 2.3.3 Convective wave displacement . . . . . . . . . . . . . 143 2.3.4 Tank forces and stresses . . . . . . . . . . . . . . . . 143 3 Above ground unanchored rigid tanks 149 3.1 Introduction . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 149 3.2 Vertical cylindrical tanks . . . . . . . . . . . . . . . . . . . . . . . 153 3.2.1 Axial membrane stress in shell wall . . . . . . . . . . 161 3.2.2 Shell uplift . . . . . . . . . . . . . . . . . . . . . . . . 165 3.2.3 Radial membrane stress at base . . . . . . . . . . . . 167 3.2.4 Plastic rotation at base . . . . . . . . . . . . . . . . . 168 3.3 Rectangular tanks . . . . . . . . . . . . . . . . . . . . . . . . . . . 170 4 Elevated tanks 175 viii 4.1 Introduction . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 175 4.2 Single lumped-mass model . . . . . . . . . . . . . . . . . . . . . . 182 4.3 Two uncoupled mass model . . . . . . . . . . . . . . . . . . . . . 186 4.4 Two coupled masses model . . . . . . . . . . . . . . . . . . . . . 190 5 Flexible tanks 201 5.1 Introduction . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 201 5.2 Impulsive pressure component . . . . . . . . . . . . . . . . . . . . 205 5.2.1 Vertical cylindrical tanks . . . . . . . . . . . . . . . . 205 5.2.2 Rectangular tanks . . . . . . . . . . . . . . . . . . . . 219 5.3 Effects of vertical component of the seismic action . . . . . . . 226 5.4 Periods of vibration . . . . . . . . . . . . . . . . . . . . . . . . . . 231 5.5 Combination of pressures . . . . . . . . . . . . . . . . . . . . . . 246 5.6 Tank forces and stresses . . . . . . . . . . . . . . . . . . . . . . . 255 5.6.1 Vertical cylindrical tanks . . . . . . . . . . . . . . . . 257 5.6.2 Rectangular tanks . . . . . . . . . . . . . . . . . . . . 270 5.7 Effects of rocking motion . . . . . . . . . . . . . . . . . . . . . . 272 6 Other peculiar principles 277 6.1 Introduction . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 277 6.2 Effects of soil–structure interaction . . . . . . . . . . . . . . . . . 278 6.3 Flow-dampening devices . . . . . . . . . . . . . . . . . . . . . . . 288 6.4 Base-isolation devices . . . . . . . . . . . . . . . . . . . . . . . . 302 6.5 Underground rigid tanks . . . . . . . . . . . . . . . . . . . . . . . 313 ix 6.6 Horizontal tanks . . . . . . . . . . . . . . . . . . . . . . . . . . . . 317 6.7 Conical tanks . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 324 7 General design principles 333 7.1 Introduction . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 333 7.2 Requirements for steel tanks . . . . . . . . . . . . . . . . . . . . 334 7.2.1 Base plate . . . . . . . . . . . . . . . . . . . . . . . . 335 7.2.2 Sidewall . . . . . . . . . . . . . . . . . . . . . . . . . . 339 7.2.3 Openings . . . . . . . . . . . . . . . . . . . . . . . . . 348 7.2.4 Roof . . . . . . . . . . . . . . . . . . . . . . . . . . . . 353 7.2.5 Foundation . . . . . . . . . . . . . . . . . . . . . . . . 362 7.2.6 Stiffeners . . . . . . . . . . . . . . . . . . . . . . . . . 373 7.2.7 Buckling limit state . . . . . . . . . . . . . . . . . . . 406 7.3 Requirements for concrete tanks . . . . . . . . . . . . . . . . . . 423 7.3.1 Serviceability limit state . . . . . . . . . . . . . . . . 425 7.3.2 Ultimate limit state . . . . . . . . . . . . . . . . . . . 435 7.3.3 Detailing and particular rules . . . . . . . . . . . . . . 436 A Dimensionless design charts 463 A.1 Introduction . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 463 B Codes, Manuals, Recommendations, Guidelines, Reports 471 B.1 Introduction . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 471 Bibliography . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 486

"Written by well-known and respected thought leaders in the field, Seismic Design and Analysis of Tanks is a comprehensive, global guide to the principles and applications of shell structure design and earthquake engineering with a focus on tank structures. This important text investigates the design, analysis, and performance of steel, reinforced concrete, and precast tanks that are aboveground, underground, or elevated. For a global overview of the latest analytical and practical solutions available, this guide includes the latest US codes and standards from ASCE, ACI, AWWA, and API, as well as Eurocodes and CEN. With detailed illustrations, photographs of real world damage to tanks induced by seismic events, and hundreds of step-by-step equations, practicing professionals and students in structural and geotechnical engineering now have a state-of-the-art guide to the seismic engineering performance of storage tanks that isn't bogged down with impenetrable math and theory"-- Provided by publisher.

College of Engineering and Computer Studies Bachelor of Science in Civil Engineering

In English

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