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    1. Naturvetenskap och teknik
    2. Teknik och industri
    3. Byggnadsteknik

    Seismic Design and Analysis of Tanks

    AvGian Michele Calvi,Roberto Nascimbene

    Inbunden, Engelska, 2023

    1 310 kr

    Beställningsvara. Skickas inom 5-8 vardagar. Fri frakt över 249 kr.

    Beskrivning

    Seismic Design and Analysis of Tanks A detailed view on the effects of seismic activity on tank structures As the use of above-ground and underground storage tanks (ASTs and USTs) continues to grow—with approximately 545,000 in the USA alone—the greatest threat to ASTs and USTs is earthquakes, causing the contamination of groundwater, a vital source of drinking water throughout the world. These tanks suffer a great deal of strain during an earthquake, as a complicated pattern of stress affects them, such that poorly designed tanks have leaked, buckled, or even collapsed during seismic events. Furthermore, in oil and gas industrial plants, the risk of damage is even more critical due to the effects of explosion, collapse, and air or soil contamination by chemical fluid spillages. Seismic Design and Analysis of Tanks provides the first in-depth discussion of the principles and applications of shell structure design and earthquake engineering analyses focused on tank structures, and it explains how these methodologies can help prevent the destruction of ASTs and USTs during earthquakes. Providing a thorough examination of the design, analysis, and performance of steel, reinforced concrete, and precast tanks, this book takes a look at tanks that are above-ground, underground, or elevated, anchored and unanchored, and rigid or flexible, and evaluates the efficacy of each method during times of seismic shaking—and it does so without getting bogged down in impenetrable mathematics and theory. Seismic Design and Analysis of Tanks readers will also find: A global approach to the best analytical and practical solutions available in each region:discussion of the latest US codes and standards from the American Society of Civil Engineers (ACSE 7), the American Concrete Institute (ACI 350,3, 371.R), the American Water Works Association (AWWA D100, D110, D115), and the American Petroleum Institute (API 650)an overview of the European codes and standards, including Eurocode 8-4 and CEN-EN 14015 Hundreds of step-by-step equations, accompanied by illustrationsPhotographs illustrating real-world damage to tanks caused by seismic eventsPerfect for practising structural engineers, geotechnical engineers, civil engineers, and engineers of all kinds who are responsible for the design, analysis, and performance of tanks and their foundations—as well as students studying engineering—Seismic Design and Analysis of Tanks is a landmark text, the first work of its kind to deal with the seismic engineering performance of all types of storage tanks.

    Produktinformation

    • Utgivningsdatum:2023-04-06
    • Mått:193 x 236 x 28 mm
    • Vikt:839 g
    • Format:Inbunden
    • Språk:Engelska
    • Antal sidor:352
    • Förlag:John Wiley & Sons Inc
    • ISBN:9781119849810

    Utforska kategorier

    • Byggnadsteknik inom Naturvetenskap och teknik

    Mer om författaren

    Gian Michele Calvi, PhD, is a Full Professor of Structural Engineering at the IUSS Pavia, Italy, and Adjunct Professor at North Carolina State University, USA, in the Department of Civil, Construction, and Environmental Engineering. He is also the founder of the EUCENTRE Foundation for Training and Research in Earthquake Engineering and is currently the Director of the International Association of Earthquake Engineering. Roberto Nascimbene, PhD, is an Associate Professor of Structural Engineering at the IUSS Pavia, Italy, and Adjunct Professor at the University of Pavia, Italy, in the Department of Civil Engineering and Architecture. He is also a National Committee Member of the European UNI/CT 021/SC 03 “Steel Structures” and a member of the Project Team SC8.T5 - Evolution of EN 1998-4 and EN 1998-6 “M/515 Phase 3 or 4.”

    Innehållsförteckning

    • Preface xiAcknowledgments xiiiIntroduction xv1 Appealing shell structures 11.1 Beams and arches . . . . . . . . . . . . . . . . . . . . . . . . . . . 11.2 Plates and vaults . . . . . . . . . . . . . . . . . . . . . . . . . . . 61.3 Rectangular and cylindrical tanks . . . . . . . . . . . . . . . . . . 121.4 Seismic behaviour of tanks . . . . . . . . . . . . . . . . . . . . . 231.5 Field observation of damage to tanks induced by seismic events 381.6 Design consideration . . . . . . . . . . . . . . . . . . . . . . . . . 481.7 A simplified description of seismic response of tanks . . . . . . . 571.8 Discussion on existing codes . . . . . . . . . . . . . . . . . . . . . 601.9 Content of the book . . . . . . . . . . . . . . . . . . . . . . . . . 662 Above ground anchored rigid tanks 672.1 Introduction . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 672.2 Circular vertical anchored tanks . . . . . . . . . . . . . . . . . . . 682.2.1 Impulsive pressure component . . . . . . . . . . . . . 712.2.2 Convective pressure component . . . . . . . . . . . . 812.2.3 Effects of vertical component of the seismic action . 89vii2.2.4 Effects of tank inertia . . . . . . . . . . . . . . . . . . 922.2.5 Periods of vibration . . . . . . . . . . . . . . . . . . . 932.2.6 Effects of liquid viscosity . . . . . . . . . . . . . . . . 992.2.7 Effects of inhomogeneous liquids . . . . . . . . . . . 1022.2.8 Convective wave displacement and pressure . . . . . 1112.2.9 Combination of pressures and behavior factor . . . . 1182.2.10 Tank forces and stresses . . . . . . . . . . . . . . . . 1242.2.11 Effects of rocking motion . . . . . . . . . . . . . . . . 1312.3 Rectangular anchored tanks . . . . . . . . . . . . . . . . . . . . . 1362.3.1 Impulsive and convective pressure components . . . 1362.3.2 Periods of vibration . . . . . . . . . . . . . . . . . . . 1412.3.3 Convective wave displacement . . . . . . . . . . . . . 1432.3.4 Tank forces and stresses . . . . . . . . . . . . . . . . 1433 Above ground unanchored rigid tanks 1493.1 Introduction . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1493.2 Vertical cylindrical tanks . . . . . . . . . . . . . . . . . . . . . . . 1533.2.1 Axial membrane stress in shell wall . . . . . . . . . . 1613.2.2 Shell uplift . . . . . . . . . . . . . . . . . . . . . . . . 1653.2.3 Radial membrane stress at base . . . . . . . . . . . . 1673.2.4 Plastic rotation at base . . . . . . . . . . . . . . . . . 1683.3 Rectangular tanks . . . . . . . . . . . . . . . . . . . . . . . . . . . 1704 Elevated tanks 175viii4.1 Introduction . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1754.2 Single lumped-mass model . . . . . . . . . . . . . . . . . . . . . . 1824.3 Two uncoupled mass model . . . . . . . . . . . . . . . . . . . . . 1864.4 Two coupled masses model . . . . . . . . . . . . . . . . . . . . . 1905 Flexible tanks 2015.1 Introduction . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2015.2 Impulsive pressure component . . . . . . . . . . . . . . . . . . . . 2055.2.1 Vertical cylindrical tanks . . . . . . . . . . . . . . . . 2055.2.2 Rectangular tanks . . . . . . . . . . . . . . . . . . . . 2195.3 Effects of vertical component of the seismic action . . . . . . . 2265.4 Periods of vibration . . . . . . . . . . . . . . . . . . . . . . . . . . 2315.5 Combination of pressures . . . . . . . . . . . . . . . . . . . . . . 2465.6 Tank forces and stresses . . . . . . . . . . . . . . . . . . . . . . . 2555.6.1 Vertical cylindrical tanks . . . . . . . . . . . . . . . . 2575.6.2 Rectangular tanks . . . . . . . . . . . . . . . . . . . . 2705.7 Effects of rocking motion . . . . . . . . . . . . . . . . . . . . . . 2726 Other peculiar principles 2776.1 Introduction . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2776.2 Effects of soil–structure interaction . . . . . . . . . . . . . . . . . 2786.3 Flow-dampening devices . . . . . . . . . . . . . . . . . . . . . . . 2886.4 Base-isolation devices . . . . . . . . . . . . . . . . . . . . . . . . 3026.5 Underground rigid tanks . . . . . . . . . . . . . . . . . . . . . . . 313ix6.6 Horizontal tanks . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3176.7 Conical tanks . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3247 General design principles 3337.1 Introduction . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3337.2 Requirements for steel tanks . . . . . . . . . . . . . . . . . . . . 3347.2.1 Base plate . . . . . . . . . . . . . . . . . . . . . . . . 3357.2.2 Sidewall . . . . . . . . . . . . . . . . . . . . . . . . . . 3397.2.3 Openings . . . . . . . . . . . . . . . . . . . . . . . . . 3487.2.4 Roof . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3537.2.5 Foundation . . . . . . . . . . . . . . . . . . . . . . . . 3627.2.6 Stiffeners . . . . . . . . . . . . . . . . . . . . . . . . . 3737.2.7 Buckling limit state . . . . . . . . . . . . . . . . . . . 4067.3 Requirements for concrete tanks . . . . . . . . . . . . . . . . . . 4237.3.1 Serviceability limit state . . . . . . . . . . . . . . . . 4257.3.2 Ultimate limit state . . . . . . . . . . . . . . . . . . . 4357.3.3 Detailing and particular rules . . . . . . . . . . . . . . 436A Dimensionless design charts 463A.1 Introduction . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 463B Codes, Manuals, Recommendations, Guidelines, Reports 471B.1 Introduction . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 471Bibliography . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 486