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 |