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...

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Detalles Bibliográficos
Clasificación:Libro Electrónico
Autores principales: Tanner, Jennifer Eisenhauer (Autor), Klingner, Richard E. (Autor)
Formato: Electrónico eBook
Idioma:Inglés
Publicado: New York, N.Y. : McGraw-Hill Education, [2017].
Edición:2nd edition.
Temas:
Masonry.
Buildings.
Structural analysis (Engineering)
Brick walls.
Electronic books.
Acceso en línea:Texto completo
Tabla de Contenidos:
  • 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.
  • 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.
  • 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.

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