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عنوان
Ductile design of steel structures
پدید آورنده
Michel Bruneau, Chia-Ming Uang, Rafael Sabelli.
موضوع
Building, Iron and steel.,Steel, Structural -- Ductility.,Structural design.
رده
TA684
.
M534
2011
کتابخانه
Center and Library of Islamic Studies in European Languages
محل استقرار
استان:
Qom
ـ شهر:
Qom
تماس با کتابخانه :
32910706
-
025
INTERNATIONAL STANDARD BOOK NUMBER
(Number (ISBN
0071625232
(Number (ISBN
1283357453
(Number (ISBN
9780071625234
(Number (ISBN
9781283357456
NATIONAL BIBLIOGRAPHY NUMBER
Number
b550828
TITLE AND STATEMENT OF RESPONSIBILITY
Title Proper
Ductile design of steel structures
General Material Designation
[Book]
First Statement of Responsibility
Michel Bruneau, Chia-Ming Uang, Rafael Sabelli.
EDITION STATEMENT
Edition Statement
2nd ed
.PUBLICATION, DISTRIBUTION, ETC
Place of Publication, Distribution, etc.
New York
Name of Publisher, Distributor, etc.
McGraw-Hill
Date of Publication, Distribution, etc.
©2011.
PHYSICAL DESCRIPTION
Specific Material Designation and Extent of Item
(xxi, 905 pages) : illustrations
GENERAL NOTES
Text of Note
Previous edition: c1998.
CONTENTS NOTE
Text of Note
Preface --;1 Introduction --;References --;2 Structural Steel --;2.1 Introduction --;2.2 Common Properties of Steel Materials --;2.3 Plasticity, Hysteresis, Bauschinger Effects --;2.4 Metallurgical Process of Yielding, Slip Planes --;2.5 Brittleness in Welded Sections --;2.6 Low-Cycle versus High-Cycle Fatigue --;2.7 Material Models --;2.8 Advantages of Plastic Material Behavior --;2.9 Self-Study Problems --;References --;3 Plastic Behavior at the Cross-Section Level --;3.1 Pure Flexural Yielding --;3.2 Combined Flexural and Axial Loading --;3.3 Combined Flexural and Shear Loading --;3.4 Combined Flexural, Axial, and Shear Loading --;3.5 Pure Plastic Torsion: Sand-Heap Analogy --;3.6 Combined Flexure and Torsion --;3.7 Biaxial Flexure --;3.8 Composite Sections --;3.9 Self-Study Problems --;References --;4 Concepts of Plastic Analysis --;4.1 Introduction to Simple Plastic Analysis --;4.2 Simple Plastic Analysis Methods --;4.3 Theorems of Simple Plastic Analysis --;4.4 Application of the Kinematic Method --;4.5 Shakedown Theorem (Deflection Stability) --;4.6 Yield Lines --;4.7 Self-Study Problems --;References --;5 Systematic Methods of Plastic Analysis --;5.1 Number of Basic Mechanisms --;5.2 Direct Combination of Mechanisms --;5.3 Method of Inequalities --;5.4 Self-Study Problems --;References --;6 Applications of Plastic Analysis --;6.1 Moment Redistribution Design Methods --;6.2 Capacity Design --;6.3 Push-Over Analysis --;6.4 Seismic Design Using Plastic Analysis --;6.5 Global versus Local Ductility Demands --;6.6 Displacement Compatibility of Nonductile Systems --;6.7 Self-Study Problems --;References --;7 Building Code Seismic Design Philosophy --;7.1 Introduction --;7.2 Need for Ductility in Seismic Design --;7.3 Collapse Mechanism versus Yield Mechanism --;7.4 Design Earthquake --;7.5 Equivalent Lateral Force Procedure --;7.6 Physical Meaning of Seismic Performance Factors --;7.7 Capacity Design --;7.8 Performance-Based Seismic Design Framework --;7.9 Historical Perspective of Seismic Codes --;References --;8 Design of Ductile Moment-Resisting Frames --;8.1 Introduction --;8.2 Basic Response of Ductile Moment-Resisting Frames to Lateral Loads --;8.3 Ductile Moment-Frame Column Design --;8.4 Panel Zone --;8.5 Beam-to-Column Connections --;8.6 Design of a Ductile Moment Frame --;8.7 P-D Stability of Moment Resisting Frames --;8.8 Design Example --;8.9 Self-Study Problems --;References --;9 Design of Ductile Concentrically Braced Frames --;9.1 Introduction --;9.2 Hysteretic Behavior of Single Braces --;9.3 Hysteretic Behavior and Design of Concentrically Braced Frames --;9.4 Other Concentric Braced-Frame Systems --;9.5 Design Example --;9.6 Self-Study Problems --;References --;10 Design of Ductile Eccentrically Braced Frames --;10.1 Introduction --;10.2 Link Behavior. 10.3 EBF Lateral Stiffness and Strength --;10.4 Ductility Design --;10.5 Capacity Design of Other Structural Components --;10.6 Design Example --;10.7 Self-Study Problems --;References --;11 Design of Ductile Buckling-Restrained Braced Frames --;11.1 Introduction --;11.2 Buckling-Restrained Braced Frames versus Conventional Frames --;11.3 Concept and Components of Buckling-Restrained Brace --;11.4 Development of BRBs --;11.5 Nonductile Failure Modes --;11.6 BRBF Configuration --;11.7 Design of Buckling-Restrained Braces --;11.8 Capacity Design of BRBF --;11.9 Nonlinear Modeling --;11.10 Design Example --;11.11 Self-Study Problem --;References --;12 Design of Ductile Steel Plate Shear Walls --;12.1 Introduction --;12.2 Behavior of Steel Plate Shear Walls --;12.3 Analysis and Modeling --;12.4 Design --;12.5 Perforated Steel Plate Shear Walls --;12.6 Design Example --;12.7 Self-Study Problems --;References --;13 Other Ductile Steel Energy Dissipating Systems --;13.1 Structural Fuse Concept --;13.2 Energy Dissipation Through Steel Yielding --;13.3 Energy Dissipation Through Friction --;13.4 Rocking Systems --;13.5 Self-Centering Post-Tensioned Systems --;13.6 Alternative Metallic Materials: Lead, Shape-Memory Alloys, and Others --;13.7 Validation Quantification --;References --;14 Stability and Rotation Capacity of Steel Beams --;14.1 Introduction --;14.2 Plate Elastic and Postelastic Buckling Behavior --;14.3 General Description of Inelastic Beam Behavior --;14.4 Inelastic Flange Local Buckling --;14.5 Web Local Buckling --;14.6 Inelastic Lateral-Torsional Buckling --;14.7 Code Comparisons --;14.8 Interaction of Beam Buckling Modes --;14.9 Cyclic Beam Buckling Behavior --;14.10 Self-Study Problem --;References --;Index.
SUMMARY OR ABSTRACT
Text of Note
A completely revised and updated in-depth guide to the requirements central to earthquake-resistant design of steel structures
TOPICAL NAME USED AS SUBJECT
Building, Iron and steel.
Steel, Structural -- Ductility.
Structural design.
LIBRARY OF CONGRESS CLASSIFICATION
Class number
TA684
Book number
.
M534
2011
PERSONAL NAME - PRIMARY RESPONSIBILITY
Michel Bruneau, Chia-Ming Uang, Rafael Sabelli.
PERSONAL NAME - ALTERNATIVE RESPONSIBILITY
Chia-Ming Uang
Michel Bruneau
Rafael Sabelli
ELECTRONIC LOCATION AND ACCESS
Electronic name
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