Seismic design and analysis of tanks / (Record no. 130130)

000 -LEADER
fixed length control field 08334nam a22004097a 4500
003 - CONTROL NUMBER IDENTIFIER
control field phtghnu
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20240228141623.0
007 - PHYSICAL DESCRIPTION FIXED FIELD--GENERAL INFORMATION
fixed length control field ta
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 220902s2023 nju b 001 0 eng
010 ## - LIBRARY OF CONGRESS CONTROL NUMBER
LC control number 2022042573
020 ## - INTERNATIONAL STANDARD BOOK NUMBER
International Standard Book Number 9781119849810
Qualifying information (hardback)
040 ## - CATALOGING SOURCE
Language of cataloging eng
Description conventions rda
Transcribing agency HNU
042 ## - AUTHENTICATION CODE
Authentication code pcc
050 00 - LIBRARY OF CONGRESS CALL NUMBER
Classification number TA660.T34
Item number C35 2023
082 00 - DEWEY DECIMAL CLASSIFICATION NUMBER
Classification number 623.74752 C13
Edition number 23/eng/20221117
Placement Code GC
Item number 2023
100 1# - MAIN ENTRY--PERSONAL NAME
Personal name Calvi, G. M.
Fuller form of name (Gian Michele),
Relator term author.
245 10 - TITLE STATEMENT
Title Seismic design and analysis of tanks /
Statement of responsibility, etc. Gian M. Calvi, Roberto Nascimbene, University School for Advanced Studies Pavia, Province of Pavia, Italy.
263 ## - PROJECTED PUBLICATION DATE
Projected publication date 2302
264 #1 - PRODUCTION, PUBLICATION, DISTRIBUTION, MANUFACTURE, AND COPYRIGHT NOTICE
Place of production, publication, distribution, manufacture Hoboken, New Jersey :
Name of producer, publisher, distributor, manufacturer John Wiley & Sons, Inc.,
Date of production, publication, distribution, manufacture, or copyright notice [2023]
300 ## - PHYSICAL DESCRIPTION
Extent xv, 336 pages :
Other physical details illustrations ;
Dimensions 24 cm
336 ## - CONTENT TYPE
Content type term text
Content type code txt
Source rdacontent
337 ## - MEDIA TYPE
Media type term unmediated
Media type code n
Source rdamedia
338 ## - CARRIER TYPE
Carrier type term volume
Carrier type code nc
Source rdacarrier
504 ## - BIBLIOGRAPHY, ETC. NOTE
Bibliography, etc. note Includes bibliographical references and index.
505 ## - FORMATTED CONTENTS NOTE
Formatted contents note 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
520 ## - SUMMARY, ETC.
Summary, etc. "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"--
Assigning source Provided by publisher.
521 ## - TARGET AUDIENCE NOTE
Target audience note College of Engineering and Computer Studies
Source Bachelor of Science in Civil Engineering
546 ## - LANGUAGE NOTE
Language note In English
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Tanks
General subdivision Design and construction.
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Tanks
General subdivision Earthquake effects.
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Nascimbene, Roberto,
Relator term author.
776 08 - ADDITIONAL PHYSICAL FORM ENTRY
Relationship information Online version:
Main entry heading Calvi, G. M. (Gian Michele).
Title Seismic design and analysis of tanks
Edition First edition.
Place, publisher, and date of publication Hoboken : Wiley, 2023
International Standard Book Number 9781119849834
Record control number (DLC) 2022042574
906 ## - LOCAL DATA ELEMENT F, LDF (RLIN)
a 7
b cbc
c orignew
d 1
e ecip
f 20
g y-gencatlg
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Source of classification or shelving scheme
Koha item type Books
Classification part 600-699
Holdings
Withdrawn status Lost status Source of classification or shelving scheme Damaged status Not for loan Collection code Permanent Location Current Location Shelving location Date acquired Source of acquisition Full call number Barcode Date last seen Price effective from Koha item type
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