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Masonry Structural Design, Second Edition /
This fully revised resource covers the design of masonry structures using the 2015 International Building Code, the ASCE 7-10 loading standard, and the TMS 402-13 and TMS 602-13 design and construction standards. The book emphasizes the strength design of masonry and includes allowable-stress provis...
| Clasificación: | Libro Electrónico |
|---|---|
| Autores principales: | , |
| Formato: | Electrónico eBook |
| Idioma: | Inglés |
| Publicado: |
New York, N.Y. :
McGraw-Hill Education,
[2017].
|
| Edición: | 2nd edition. |
| Temas: | |
| Acceso en línea: | Texto completo |
MARC
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| 020 | |a 9781259641763 (e-ISBN) | ||
| 020 | |a 1259641767 (e-ISBN) | ||
| 020 | |a 9781259641756 (print-ISBN) | ||
| 020 | |a 1259641759 (print-ISBN) | ||
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| 100 | 1 | |a Tanner, Jennifer Eisenhauer, |e author. | |
| 245 | 1 | 0 | |a Masonry Structural Design, Second Edition / |c Jennifer Eisenhauer Tanner, Richard E. Klingner. |
| 250 | |a 2nd edition. | ||
| 264 | 1 | |a New York, N.Y. : |b McGraw-Hill Education, |c [2017]. | |
| 264 | 4 | |c ?2017. | |
| 300 | |a 1 online resource (640 pages) : |b 325 illustrations. | ||
| 336 | |a text |2 rdacontent | ||
| 337 | |a computer |2 rdamedia | ||
| 338 | |a online resource |2 rdacarrier | ||
| 504 | |a Includes bibliographical references and index. | ||
| 505 | 0 | |a Cover -- Title Page -- Copyright Page -- About the Authors -- Dedication -- Contents -- Illustrations -- Tables -- Preface -- Notice of Use of Copyrighted Material -- 1 Basic Structural Behavior and Design of Low-Rise, Bearing Wall Buildings -- 1.1 Basic Structural Behavior of Low-Rise, Bearing Wall Buildings -- 1.2 Basic Structural Design of Low-Rise, Masonry Buildings -- 2 Materials Used in Masonry Construction -- 2.1 Basic Components of Masonry -- 2.2 Masonry Mortar -- 2.3 Masonry Grout -- 2.4 General Information on ASTM Specifications for Masonry Units -- 2.5 Clay Masonry Units -- 2.6 Concrete Masonry Units -- 2.7 Properties of Masonry Assemblages -- 2.8 Masonry Accessory Materials -- 2.9 Design of Masonry Structures Requiring Little Structural Calculation -- 2.10 How to Increase Resistance of Masonry to Water Penetration -- 3 Code Basis for Structural Design of Masonry Buildings -- 3.1 Introduction to Building Codes in the United States -- 3.2 Introduction to the Calculation of Design Loading Using the 2015 IBC -- 3.3 Gravity Loads according to the 2015 IBC -- 3.4 Wind Loading according to the 2015 IBC -- 3.5 Earthquake Loading -- 3.6 Loading Combinations of the 2015 IBC -- 3.7 Summary of Strength Design Provisions of TMS 402-13 -- 3.8 Summary of Allowable-Stress Design Provisions of TMS 402-13 -- 3.9 Additional Information on Code Basis for Structural Design of Masonry Buildings -- 4 Introduction to MSJC Treatment of Structural Design -- 4.1 Basic Mechanical Behavior of Masonry -- 4.2 Classification of Masonry Elements -- 4.3 Classification of Masonry Elements by Structural Function -- 4.4 Classification of Masonry Elements by Design Intent -- 4.5 Design Approaches for Masonry Elements -- 4.6 How Reinforcement Is Used in Masonry Elements -- 4.7 How This Book Classifies Masonry Elements -- 5 Strength Design of Unreinforced Masonry Elements -- 5.1 Strength Design of Unreinforced Panel Walls -- 5.2 Strength Design of Unreinforced Bearing Walls -- 5.3 Strength Design of Unreinforced Shear Walls -- 5.4 Strength Design of Anchor Bolts -- 5.5 Required Details for Unreinforced Bearing Walls and Shear Walls -- 5.6 Problems -- 6 Strength Design of Reinforced Masonry Elements -- 6.1 Strength Design of Reinforced Beams and Lintels -- 6.2 Strength Design of Reinforced Curtain Walls -- 6.3 Strength Design of Reinforced Bearing Walls -- 6.4 Strength Design of Reinforced Shear Walls -- 6.5 Required Details for Reinforced Bearing Walls and Shear Walls -- 6.6 Problems -- 7 Allowable-Stress Design of Unreinforced Masonry Elements -- 7.1 Allowable-Stress Design of Unreinforced Panel Walls -- 7.2 Allowable-Stress Design of Unreinforced Bearing Walls -- 7.3 Allowable-Stress Design of Unreinforced Shear Walls. | |
| 505 | 0 | |a 7.4 Allowable-Stress Design of Anchor Bolts -- 7.5 Required Details for Unreinforced Bearing Walls and Shear Walls -- 7.6 Problems -- 8 Allowable-Stress Design of Reinforced Masonry Elements -- 8.1 Review: Behavior of Cracked, Transformed Sections -- 8.2 Allowable-Stress Design of Reinforced Beams and Lintels -- 8.3 Allowable-Stress Design of Curtain Walls -- 8.4 Allowable-Stress Design of Reinforced Bearing Walls -- 8.5 Allowable-Stress Design of Reinforced Shear Walls -- 8.6 Required Details for Reinforced Bearing Walls and Shear Walls -- 8.7 Problems -- 9 Comparison of Design by the Allowable-Stress Approach Versus the Strength Approach -- 9.1 Comparison of Allowable-Stress and Strength Design of Unreinforced Panel Walls -- 9.2 Comparison of Allowable-Stress Design and Strength Design of Unreinforced Bearing Walls -- 9.3 Comparison of Allowable-Stress Design and Strength Design of Unreinforced Shear Walls -- 9.4 Comparison of Allowable-Stress and Strength Designs for Anchor Bolts -- 9.5 Comparison of Allowable-Stress and Strength Designs for Reinforced Beams and Lintels -- 9.6 Comparison of Allowable-Stress and Strength Designs for Reinforced Curtain Walls -- 9.7 Comparison of Allowable-Stress and Strength Designs for Reinforced Bearing Walls -- 9.8 Comparison of Allowable-Stress and Strength Designs for Reinforced Shear Walls -- 10 Lateral Load Analysis of Shear-Wall Structures -- 10.1 Introduction to Lateral Load Analysis of Shear-Wall Structures -- 10.2 Classification of Horizontal Diaphragms as Rigid or Flexible -- 10.3 Lateral Load Analysis of Shear-Wall Structures with Rigid Floor Diaphragms -- 10.4 Lateral Load Analysis and Design of Shear-Wall Structures with Flexible Floor Diaphragms -- 10.5 The Simplest of All Possible Analytical Worlds -- 10.6 Problems -- 11 Design and Detailing of Floor and Roof Diaphragms -- 11.1 Introduction to Design of Diaphragms -- 11.2 Typical Connection Details for Roof and Floor Diaphragms -- 12 Strength Design Example: Low-Rise Building with Reinforced Concrete Masonry -- 12.1 Introduction -- 12.2 Design Steps for One-Story Building -- 12.3 Step 1: Choose Design Criteria -- 12.4 Propose Structural Systems for Gravity and Lateral Load -- 12.5 Step 2: Design Walls for Gravity plus Out-of-Plane Loads -- 12.6 Step 3: Design Lintels -- 12.7 Summary So Far -- 12.8 Step 4: Conduct Lateral Force Analysis, Design Roof Diaphragm -- 12.9 Step 5: Design Wall Segments -- 12.10 Step 6: Design and Detail Connections -- 13 Strength Design Example: Four-Story Building with Clay Masonry -- 13.1 Introduction -- 13.2 Design Steps for Four-Story Example -- 13.3 Step 1: Choose Design Criteria, Specify Materials -- 13.4 Step 2: Design Transverse Shear Walls for Gravity Plus Earthquake Loads. | |
| 505 | 0 | |a 13.5 Step 3: Design Exterior Walls for Gravity Plus Out-of-Plane Wind -- 13.6 Overall Comments on Four-Story Building Example -- 14 Structural Design of AAC Masonry -- 14.1 Introduction to Autoclaved Aerated Concrete (AAC) -- 14.2 Applications of AAC -- 14.3 Structural Design of AAC Elements -- 14.4 Design of Unreinforced Panel Walls of AAC Masonry -- 14.5 Design of Unreinforced Bearing Walls of AAC Masonry -- 14.6 Design of Unreinforced Shear Walls of AAC Masonry -- 14.7 Design of Reinforced Beams and Lintels of AAC Masonry -- 14.8 Design of Reinforced Curtain Walls of AAC Masonry -- 14.9 Design of Reinforced Bearing Walls of AAC Masonry -- 14.10 Design of Reinforced Shear Walls of AAC Masonry -- 14.11 Seismic Design of AAC Structures -- 14.12 Design Example: Three-Story AAC Shear Wall Hotel -- 14.13 References on AAC -- References -- General References -- ASTM Standards -- Index -- A -- B -- C -- D -- E -- F -- G -- H -- I -- J -- K -- L -- M -- N -- O -- P -- R -- S -- T -- U -- V -- W. | |
| 520 | 3 | |a This fully revised resource covers the design of masonry structures using the 2015 International Building Code, the ASCE 7-10 loading standard, and the TMS 402-13 and TMS 602-13 design and construction standards. The book emphasizes the strength design of masonry and includes allowable-stress provisions. The latest advances, materials, and techniques are clearly explained. Chapter-long case studies featuring a low-rise building with reinforced concrete masonry and a four-story building with clay masonry illustrate the topics presented. | |
| 530 | |a Also available in print edition. | ||
| 533 | |a Electronic reproduction. |b New York, N.Y. : |c McGraw Hill, |d 2017. |n Mode of access: World Wide Web. |n System requirements: Web browser. |n Access may be restricted to users at subscribing institutions. | ||
| 538 | |a Mode of access: Internet via World Wide Web. | ||
| 546 | |a In English. | ||
| 588 | |a Description based on e-Publication PDF. | ||
| 650 | 0 | |a Masonry. | |
| 650 | 0 | |a Buildings. | |
| 650 | 0 | |a Structural analysis (Engineering) | |
| 650 | 0 | |a Brick walls. | |
| 655 | 0 | |a Electronic books. | |
| 700 | 1 | |a Klingner, Richard E., |e author. | |
| 776 | 1 | 8 | |i Print version: |t , |d New York, N.Y. : McGraw Hill, |c [2017], |z 9781259641756 |
| 856 | 4 | 0 | |u https://accessengineeringlibrary.uam.elogim.com/content/book/9781259641756 |z Texto completo |