MARC ayrıntıları
| 000 -LEADER |
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| fixed length control field |
08676nam a2200361 i 4500 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION |
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| fixed length control field |
100318s2011 enka b 001 0 eng |
| 010 ## - LIBRARY OF CONGRESS CONTROL NUMBER |
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| LC control number |
2010007786 |
| 020 ## - INTERNATIONAL STANDARD BOOK NUMBER |
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| International Standard Book Number |
9780415493840 |
| Qualifying information |
hardcover : alk. paper |
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| International Standard Book Number |
0415493846 |
| Qualifying information |
hardcover : alk. paper |
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| International Standard Book Number |
9780203879399 |
| Qualifying information |
ebook |
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| International Standard Book Number |
0203879392 |
| Qualifying information |
ebook |
| 035 ## - SYSTEM CONTROL NUMBER |
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| System control number |
(OCoLC)457164583 |
| 040 ## - CATALOGING SOURCE |
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| Original cataloging agency |
DLC |
| Transcribing agency |
DLC |
| Modifying agency |
YDX |
| -- |
BTCTA |
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YDXCP |
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BWK |
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CDX |
| 049 ## - LOCAL HOLDINGS (OCLC) |
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| Holding library |
BAUN_MERKEZ |
| 050 04 - LIBRARY OF CONGRESS CALL NUMBER |
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| Classification number |
TA440 |
| Item number |
.G449 2011 |
| 082 00 - DEWEY DECIMAL CLASSIFICATION NUMBER |
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| Edition number |
22 |
| 100 1# - MAIN ENTRY--PERSONAL NAME |
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| Personal name |
Gilbert, R. I., |
| Dates associated with a name |
1950- |
| 245 10 - TITLE STATEMENT |
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| Title |
Time-dependent behaviour of concrete structures / |
| Statement of responsibility, etc |
Raymond Ian Gilbert and Gianluca Ranzi |
| 264 #1 - PRODUCTION, PUBLICATION, DISTRIBUTION, MANUFACTURE, AND COPYRIGHT NOTICE |
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| Place of production, publication, distribution, manufacture |
London ; |
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New York : |
| Name of producer, publisher, distributor, manufacturer |
Spon, |
| Date of production, publication, distribution, manufacture, or copyright notice |
2011. |
| 300 ## - PHYSICAL DESCRIPTION |
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| Extent |
xix, 426 pages : |
| Other physical details |
illustrations ; |
| Dimensions |
26 cm |
| 336 ## - CONTENT TYPE |
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| Content Type Term |
text |
| Content Type Code |
txt |
| Source |
rdacontent |
| 337 ## - MEDIA TYPE |
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| Media Type Term |
unmediated |
| Media Type Code |
unmediated |
| Source |
rdamedia |
| 338 ## - CARRIER TYPE |
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| Carrier Type Term |
volume |
| Carrier Type Code |
volume |
| Source |
rdacarrier |
| 504 ## - BIBLIOGRAPHY, ETC. NOTE |
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| Bibliography, etc |
Includes bibliographical references and index |
| 505 00 - FORMATTED CONTENTS NOTE |
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| Title |
Contents |
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Preface |
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Acknowledgements |
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Notation and sign convention |
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1 Time-dependent deformation |
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1.1 Background |
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1.1.1 Concrete strain components |
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1.1.2 Typical concrete strain magnitudes |
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1.2 Creep of concrete |
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1.2.1 Creep mechanisms and influencing factors |
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1.2.2 Creep components |
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1.2.3 Effects of ageing |
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1.2.4 The creep coefficient, φ (t, τ), and the creep function, J (t, τ) |
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1.2.5 The principle of superposition |
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1.2.6 Tensile creep |
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1.2.7 The effects of creep on structural behaviour |
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1.3 Shrinkage of concrete |
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1.3.1 Types of shrinkage |
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1.3.2 Factors affecting shrinkage |
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1.3.3 The effects of shrinkage on structural behaviour |
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1.4 Time analysis - the basic problem |
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1.5 References |
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2 Material properties |
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2.1 Concrete |
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2.1.1 Introductory remarks |
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2.1.2 Compressive and tensile strength |
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2.1.3 Elastic modulus |
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2.1.4 Creep coefficient |
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2.1.5 Shrinkage strain |
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2.2 Steel reinforcement |
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2.2.1 General |
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2.2.2 Conventional, non-prestressed reinforcement |
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2.2.3 Prestressing steel |
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2.3 References |
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3 Design for serviceability - deflection and crack control |
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3.1 Introduction |
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3.2 Design objectives and criteria |
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3.3 Design actions |
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3.4 Design criteria for serviceability |
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3.4.1 Deflection limits |
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3.4.2 Crack width limits |
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3.5 Maximum span-to-depth ratio - minimum thickness |
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Example 3.1 |
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3.6 Deflection control by simplified calculation |
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3.6.1 Calculation of deformation |
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3.6.2 Load versus deflection response of a reinforced concrete member |
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3.6.3 Modular ratio theory |
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3.6.4 AS 3600-2009 and ACI 318-08 |
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3.6.4.1 Instantaneous deflection |
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3.6.4.2 Time-dependent deflection |
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Example 3.2 |
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3.6.5 Eurocode 2 |
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3.6.5.1 Instantaneous curvature |
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3.6.5.2 Time-dependent curvature |
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Example 3.3 |
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3.6.6 Recommended simplified approach |
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3.6.6.1 Instantaneous deflection |
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3.6.6.2 Time-dependent creep-induced curvature |
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3.6.6.3 Time-dependent shrinkage-induced curvature |
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Example 3.4 |
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3.7 Crack control |
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3.7.1 General |
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3.7.2 Simplified code-oriented approaches for flexural crack control |
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3.7.2.1 Gergely and Lutz |
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3.7.2.2 Frosch |
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3.7.2.3 Eurocode 2 - 1992 |
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3.7.2.4 Eurocode 2 - 2004 |
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3.7.2.5 ACI 318-08 |
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Example 3.5 |
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3.7.3 Tension chord model for flexural cracking in reinforced concrete |
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Example 3.6 |
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Example 3.7 |
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3.7.4 Model for direct tension cracking in restrained reinforced concrete |
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Example 3.8 |
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3.8 References |
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4 Uncracked sections - axial loading |
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4.1 Preamble |
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4.2 The effective modulus method |
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4.2.1 Formulation |
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4.2.2 Example application (EMM) |
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Example 4.1 |
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4.3 The principle of superposition - step-by-step method (SSM) |
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4.3.1 Formulation |
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4.3.2 Example application (SSM) - Approach 1 |
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4.3.2.1 At first loading (t = τO) |
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4.3.2.2 At the end of the j-th time step (id est t = τj) |
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Example 4.2 |
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4.3.3 Example application (SSM) - Approach 2 |
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Example 4.3 |
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4.4 The age-adjusted effective modulus method (AEMM) |
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4.4.1 Formulation |
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4.4.2 Example application (AEMM) - Approach 1 |
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4.4.3 Determination of the ageing coefficient |
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Example 4.4 |
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4.4.4 Example application (AEMM) - Approach 2 |
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Example 4.5 |
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4.5 The rate of creep method (RCM) |
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4.5.1 Formulation |
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4.5.2 Discussion |
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4.5.3 Example application (RCM) |
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Example 4.6 |
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4.6 Comparison of methods of analysis |
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4.7 References |
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5 Uncracked sections - axial force and uniaxial bending |
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5.1 Introductory remarks |
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5.2 Overview of cross-sectional analysis |
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5.3 Short-term analysis of reinforced or prestressed concrete cross-sections |
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Example 5.1 |
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Example 5.2 |
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5.4 Long-term analysis of reinforced or prestressed concrete cross-sections using the age-adjusted effective modulus method (AEMM) |
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Example 5.3 |
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Example 5.4 |
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5.5 Long-term analysis of reinforced and prestressed cross-sections using the step-by-step procedure |
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Example 5.5 |
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Example 5.6 |
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5.6 Composite steel-concrete cross-sections |
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Example 5.7 |
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Example 5.8 |
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5.7 Composite concrete-concrete cross-sections |
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5.7.1 Short-term analysis |
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5.7.2 Time analysis - AEMM |
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Example 5.9 |
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5.7.3 Time analysis - SSM |
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Example 5.10 |
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5.8 References |
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6 Uncracked sections - axial force and biaxial bending |
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6.1 Introduction |
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6.2 Short-term analysis |
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Example 6.1 |
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Example 6.2 |
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Example 6.3 |
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6.3 Long-term analysis using the age-adjusted effective modulus method (AEMM) |
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Example 6.4 |
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Example 6.5 |
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6.4 Long-term analysis using the step-by-step method |
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7 Cracked sections |
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7.1 Introductory remarks |
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7.2 Short-term analysis |
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7.2.1 Axial force and uniaxial bending |
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Example 7.1 |
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Example 7.2 |
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7.2.2 Axial force and biaxial bending |
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7.3 Time-dependent analysis (AEMM) |
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7.3.1 Axial force and uniaxial bending |
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Example 7.3 |
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Example 7.4 |
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7.3.2 Axial force and biaxial bending |
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7.4 Short- and long-term analysis using the step-by-step method |
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7.4.1 Axial force and uniaxial bending |
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7.4.1.1 Instantaneous analysis |
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7.4.1.2 Time analysis |
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7.4.2 Axial force and biaxial bending |
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7.5 References |
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8 Members and structures |
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8.1 Introductory remarks |
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8.2 Deflection of statically determinate beams |
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8.2.1 Deflection and axial shortening of uncracked beams |
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Example 8.1 |
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8.2.2 Control of deflection using non-prestressed reinforcement |
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8.2.3 Deflection and axial shortening of cracked beams |
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Example 8.2 |
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8.3 Statically indeterminate beams and slabs |
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8.3.1 Discussion |
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8.3.2 Determination of redundants |
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Example 8.3 |
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Example 8.4 |
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8.3.3 Effects of deformation or settlement at the supports |
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Example 8.5 |
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8.3.4 Further effects of creep in prestressed construction |
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Example 8.6 |
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8.4 Two-way slab systems |
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8.4.1 Discussion |
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8.4.2 Slab deflection models |
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8.4.3 Two-way edge-supported slabs |
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Example 8.7 |
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8.4.4 Flat slabs |
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Example 8.8 |
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8.5 Slender reinforced concrete columns |
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8.5.1 Discussion |
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8.5.2 An iterative method of analysis |
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Example 8.9 |
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8.6 Temperature effects |
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8.6.1 Introduction |
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8.6.2 Temperature distributions |
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8.6.3 Temperature analysis of cross-sections |
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Example 8.10 |
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8.6.4 Temperature effects in members and structures |
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Example 8.11 |
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8.7 Concluding remarks |
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8.8 References |
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9 Stiffness method and finite-element modelling |
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9.1 Introduction |
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9.2 Overview of the stiffness method |
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9.3 Member loads |
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Example 9.1 |
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9.4 Time analysis using AEMM |
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Example 9.2 |
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9.5 Time analysis using SSM |
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Example 9.3 |
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9.6 Time analysis using the finite-element method |
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9.6.1 Load vector to account for time effects using the AEMM |
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9.6.2 Load vector to account for time effects using the SSM |
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9.6.3 Remarks on the consistency requirements for finite elements |
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Example 9.4 |
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9.7 Analysis of cracked members |
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9.7.1 Approach 1 |
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9.7.2 Approach 2 |
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9.8 References |
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Appendix A Analytical formulations - Euler-Bernoulli beam model |
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A.1 Introduction |
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A.2 Kinematic model |
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A.3 Weak formulation (global balance condition) |
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A.4 Finite element formulation |
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A.4.1 Age-adjusted effective modulus method |
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A.4.2 Step-by-step method |
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A.5 Strong formulation (local balance condition) |
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A.5.1 Instantaneous analysis |
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A.5.1.1 Stiffness matrix |
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A.5.1.2 Equivalent nodal actions for member loads |
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A.5.1.3 Post-processing of the instantaneous solution |
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A.5.2 Age-adjusted effective modulus method (AEMM) |
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A.5.2.1 Equivalent nodal actions at time τk |
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A.5.2.2 Post-processing of the solution at time τk |
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A.5.3 Step-by-step method (SSM) |
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A.5.3.1 Equivalent nodal actions at time τk |
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A.5.3.2 Post-processing of the solution at time τi |
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A.6 References |
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Index |
| 650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM |
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| Topical term or geographic name as entry element |
Concrete |
| General subdivision |
Deterioration |
|
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| Topical term or geographic name as entry element |
Concrete |
| General subdivision |
Service life |
|
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| Topical term or geographic name as entry element |
Concrete structures |
| 700 1# - ADDED ENTRY--PERSONAL NAME |
|---|
| Personal name |
Ranzi, Gianluca, |
| Dates associated with a name |
1972- |
| 900 ## - EQUIVALENCE OR CROSS-REFERENCE-PERSONAL NAME [LOCAL, CANADA] |
|---|
| Personal Name |
34902 |
|
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| Numeration |
satın |
| 942 ## - ADDED ENTRY ELEMENTS (KOHA) |
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| Source of classification or shelving scheme |
Library of Congress Classification |
| Koha item type |
Kitap |
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