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Title Seismic design of piers and wharves / American Society of Civil Engineers
Published Reston, Virginia : American Society of Civil Engineers, [2014]
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Description 1 online resource (viii, 75 pages) : illustrations
Series ASCE Standard
American Society of Civil Engineers. ASCE standard.
Contents ""Cover""; ""CONTENTS""; ""STANDARDS""; ""PREFACE""; ""1 General""; ""1.1 Introduction""; ""1.2 Definitions""; ""1.3 Document layout""; ""1.4 Units""; ""2 Seismic Performance Requirements""; ""2.1 Introduction""; ""2.2 Design classifications""; ""2.3 Design criteria""; ""2.4 Performance levels""; ""2.5 Seismic hazards to be considered""; ""2.6 References""; ""3 Design Approach""; ""3.1 Introduction""; ""3.2 Definitions""; ""3.3 Symbols and notation""; ""3.4 Overall approach and organization of this standard""; ""3.5 Determination of analysis and design method""; ""3.6 Load combinations""
""3.7 General modeling considerations""""3.8 Other design considerations""; ""3.9 Strain limits""; ""3.10 Design earthquake stability check""; ""3.11 Batter piles""; ""3.12 Seismic isolation systems""; ""3.13 References""; ""4 Geotechnical Considerations and Soil�Structure Interaction""; ""4.1 Introduction""; ""4.2 Definitions""; ""4.3 Earthquake ground motions""; ""4.4 Liquefaction and cyclic degradation potential""; ""4.5 Slope stability and lateral ground deformation""; ""4.6 Fault rupture""; ""4.7 Lateral loadings for soil�structure interaction""
""4.8 Soil�pile behavior under lateral loading""""4.9 Seismically induced settlement""; ""4.10 Axial pile performance""; ""4.11 Earth pressures""; ""4.12 References""; ""5 Force-Based Design""; ""5.1 Introduction""; ""5.2 Definitions""; ""5.3 Symbols and notation""; ""5.4 Force-based demand analysis""; ""5.5 Modeling""; ""5.6 Force-based capacity analysis""; ""5.7 References""; ""6 Displacement-Based Design""; ""6.1 General""; ""6.2 Definitions""; ""6.3 Symbols and definitions""; ""6.4 Overview of seismic design approach""; ""6.5 Inelastic material properties""; ""6.6 Modeling""
""6.7 Capacity analysis""""6.8 Demand analysis""; ""6.9 Demand loads on protected elements""; ""6.10 References""; ""7 Design and Detailing Considerations""; ""7.1 Introduction""; ""7.2 Definitions""; ""7.3 Symbols and notation""; ""7.4 Pile-to-deck connections""; ""7.5 Piles""; ""7.6 Joint shear""; ""7.7 Joint detailing""; ""7.8 Decks""; ""7.9 Constructability""; ""7.10 References""; ""8 Ancillary Components""; ""8.1 Introduction""; ""8.2 Definitions""; ""8.3 Symbols and notation""; ""8.4 General design requirements""; ""8.5 Component-specific design requirements""; ""8.6 References""
""C1 General""""C1.1 Introduction""; ""C1.2 Definitions""; ""C1.5 References""; ""C2 Seismic Performance Requirements""; ""C2.1 Introduction""; ""C2.2 Design classifications""; ""C2.3 Design criteria""; ""C2.4 Performance levels""; ""C2.5 Seismic hazards to be considered""; ""C2.6 References""; ""C3 Design Approach""; ""C3.4 Overall approach and organization of this standard""; ""C3.5 Determination of analysis and design method""; ""C3.7 General modeling considerations""; ""C3.9 Strain limits""; ""C3.10 Design earthquake stability check""; ""C3.11 Batter piles""; ""C3.13 References""
Notes "ASCE/COPRI 61-14."
Bibliography Includes bibliographical references and index
Subject Earthquake resistant design.
Piers -- Design and construction.
Piers -- Earthquake effects.
Wharves -- Design and construction.
Wharves -- Earthquake effects.
Form Electronic book
Author American Society of Civil Engineers.
ISBN 0784478341 (electronic bk.)
9780784478349 (electronic bk.)