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Reliability-based design of utility pole structures /
"Reliability-Based Design of Utility Pole Structures provides state-of-the-art mechanical information on the design of utility pole structures. Among other useful features, this manual demonstrates how poles differing in material can be designed to equivalent reliability levels, provides means...
| Clasificación: | Libro Electrónico |
|---|---|
| Autor Corporativo: | |
| Otros Autores: | |
| Formato: | Electrónico eBook |
| Idioma: | Inglés |
| Publicado: |
Reston, VA :
American Society of Civil Engineers,
©2006.
|
| Colección: | ASCE manuals and reports on engineering practice ;
no. 111. |
| Temas: | |
| Acceso en línea: | Texto completo |
MARC
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| 245 | 0 | 0 | |a Reliability-based design of utility pole structures / |c prepared by Reliability-Based Design Committee of the Structural Engineering Institute (SEI) of the American Society of Civil Engineers ; edited by Habib J. Dagher. |
| 260 | |a Reston, VA : |b American Society of Civil Engineers, |c ©2006. | ||
| 300 | |a 1 online resource (xii, 106 pages) : |b illustrations | ||
| 336 | |a text |b txt |2 rdacontent | ||
| 337 | |a computer |b c |2 rdamedia | ||
| 338 | |a online resource |b cr |2 rdacarrier | ||
| 490 | 1 | |a ASCE manuals and reports on engineering practice ; |v no. 111 | |
| 504 | |a Includes bibliographical references (pages 89-91) and index. | ||
| 588 | 0 | |a Print version record. | |
| 505 | 0 | |a CONTENTS -- ACKNOWLEDGMENTS -- FIGURES -- TABLES -- 1 INTRODUCTION -- 1.1 Current Practice -- 1.2 Reliability-Based Design -- 1.3 Objective -- 1.4 Scope -- 1.5 Benefits -- 1.6 Relation to National Electrical Safety Code and Other ASCE Guides -- 2 RELIABILITY-BASED DESIGN METHODOLOGY -- 2.1 Introduction -- 2.2 Structural Systems -- 2.3 Design of Wire System -- 2.4 Types of Load-Producing Events and Return Period -- 2.4.1 Weather-Related Events -- 2.4.2 Accidental Events -- 2.4.3 Construction and Maintenance Events -- 2.5 Limit State Design | |
| 505 | 8 | |a 2.5.1 Loads and Load Effects2.5.2 Component Strength -- 2.5.3 Load and Resistance Factor Design Format -- 2.6 Reliability-Based Design -- 2.6.1 Target Reliability Levels and Corresponding Load Factors -- 2.6.2 Selection of Strength Factor -- 2.7 Moment Magnification Consideration for Flexible Poles -- 2.8 Coordination of Failure Sequences -- 2.8.1 Structures versus Foundations -- 2.8.2 Wire System versus Support System -- 2.8.3 Tangent versus Dead-End Structures -- 3 LOADS -- 3.1 Introduction -- 3.1.1 Weather-Related Load Events | |
| 505 | 8 | |a 3.1.2 Construction and Maintenance Events3.1.3 Failure Containment Loads -- 3.1.4 Longitudinal Loads -- 3.2 References to Appropriate Load Documents -- 3.2.1 Weather-Related Loads -- 3.2.2 Construction and Maintenance Loads -- 3.2.3 Failure Containment Loads -- 3.3 Regional and Local Weather-Related Loads -- 3.3.1 Extreme Wind Loads -- 3.3.2 Combined Ice and Wind Loads -- 3.4 Effects of Load Factors or Load Return Periods -- 4 STRENGTH OF SINGLE-POLE UTILITY STRUCTURES -- 4.1 Introduction -- 4.2 Objective -- 4.3 Scope -- 4.4 Characterizing Pole Strength | |
| 505 | 8 | |6 880-01 |a B.1 Method 1: Empirical Assessment of R[sub(n)]B.1.1 Example 1: Wood Poles -- B.1.2 Example 2: Evaluation of Yield Strength of Steel Using Material Test Data -- B.2 Method 2: Monte Carlo Simulations with Mechanics-Based Models -- B.2.1 Example 1: Custom-Designed Steel Poles (Range of Pole Sizes) -- B.2.2 Example 2: Commodity Steel Poles (Single-Size Round Pole) -- APPENDIX C: REFERENCES -- APPENDIX D: NOTATION AND SI CONVERSION FACTORS -- D.1 Notation -- D.2 SI Conversion Factors -- INDEX -- A -- B -- C -- D -- E -- F -- G -- H -- I -- L -- M | |
| 520 | 1 | |a "Reliability-Based Design of Utility Pole Structures provides state-of-the-art mechanical information on the design of utility pole structures. Among other useful features, this manual demonstrates how poles differing in material can be designed to equivalent reliability levels, provides means for quantifying adjusting reliability, offers design incentives for more reliable poles, and facilitates innovation and introduction of new material. With its technically innovative subject matter and detailed design examples, this manual will benefit pole manufacturers as well as electrical, structural, transmission, and distribution engineers."--Jacket. | |
| 590 | |a Knovel |b ACADEMIC - Civil Engineering & Construction Materials | ||
| 590 | |a Knovel |b ACADEMIC - Electrical & Power Engineering | ||
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| 650 | 0 | |a Engineering |v Handbooks, manuals, etc. | |
| 650 | 6 | |a Technique de la construction |v Guides, manuels, etc. | |
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| 650 | 7 | |a Structural engineering. |2 fast |0 (OCoLC)fst01135658 | |
| 655 | 7 | |a Handbooks and manuals. |2 fast |0 (OCoLC)fst01423877 | |
| 700 | 1 | |a Dagher, Habib Joseph. | |
| 710 | 2 | |a Structural Engineering Institute. |b Reliability-Based Design Committee. | |
| 776 | 0 | 8 | |i Print version: |t Reliability-based design of utility pole structures. |d Reston, VA : American Society of Civil Engineers, ©2006 |w (DLC) 2005037138 |
| 830 | 0 | |a ASCE manuals and reports on engineering practice ; |v no. 111. | |
| 856 | 4 | 0 | |u https://appknovel.uam.elogim.com/kn/resources/kpRBDUPS05/toc |z Texto completo |
| 880 | 8 | |6 505-01/(S |a 4.4.1 Loads4.4.2 Nominal Resistance -- 4.5 Proof Loading -- APPENDIX A: DESIGN EXAMPLES -- A.1 Introduction -- A.2 Example Load Requirements -- A.3 Example 1: Wood Transmission Pole -- A.4 Example 2: Wood Distribution Pole -- A.5 Example 3: Steel Transmission Pole -- A.6 Example 4: Steel Distribution Pole -- A.7 Example 5: Spun Concrete Transmission Pole -- A.8 Example 6: Fiber-Reinforced Polymer Distribution Pole -- A.9 Example Calculation of P-Δ Effect Using the Gere-Carter Method -- APPENDIX B: EXAMPLES FOR CHAPTER 4: ASSESSING NOMINAL VALUE (R[sub(n)]) | |
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