{"id":129576,"date":"2024-10-19T06:33:43","date_gmt":"2024-10-19T06:33:43","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/asce-standard-61-2014\/"},"modified":"2024-10-24T23:36:00","modified_gmt":"2024-10-24T23:36:00","slug":"asce-standard-61-2014","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/asce\/asce-standard-61-2014\/","title":{"rendered":"ASCE Standard 61 2014"},"content":{"rendered":"

“Prepared by the Standards Committee on Seismic Design of Piers and Wharves of the Coasts, Oceans, Ports, and Rivers Institute of ASCE This standard uses displacement-based design methods to establish guidelines for the design of piers and wharves to withstand the effects of earthquakes. Piers and wharves present design challenges that may differ considerably from buildings and similar structures. For example, load combinations for piers and wharves are unique and include berthing and mooring loads that may govern the lateral load design in low seismic regions. Geotechnical issues are also a concern for these coastal structures, because pile foundations often must penetrate weak soil layers. Liquefaction, lateral spreading, and ground failures that impact slopes and earth structures must all be taken into account. Because often it is not practical to eliminate these hazards, coastal structures are designed to accommodate permanent ground deformations within specified performance requirements. The displacement-based design methods in this standard have been widely used for more than a decade and are supported by several industry-sponsored testing programs. Topics include:
\n seismic performance requirements; design approach; geotechnical considerations and soil\u00e2\u20ac\u201cstructure interaction; force-based design; displacement-based design; design and detailing considerations; and ancilliary components. Standard ASCE\/COPRI 61-14 will be of interest to structural and geotechnical engineers, owners, building officials, and researchers working on marine and waterfront facilities.”<\/p>\n

PDF Catalog<\/h4>\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\nCover <\/td>\n<\/tr>\n
4<\/td>\nSTANDARDS <\/td>\n<\/tr>\n
6<\/td>\nPREFACE <\/td>\n<\/tr>\n
12<\/td>\nCONTENTS <\/td>\n<\/tr>\n
16<\/td>\n1 General
1.1 Introduction
1.2 Definitions
1.3 Document layout
1.4 Units <\/td>\n<\/tr>\n
18<\/td>\n2 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 <\/td>\n<\/tr>\n
20<\/td>\n3 Design Approach
3.1 Introduction
3.2 Definitions
3.3 Symbols and notation
3.4 Overall approach and organization of this standard <\/td>\n<\/tr>\n
21<\/td>\n3.5 Determination of analysis and design method
3.6 Load combinations
3.7 General modeling considerations <\/td>\n<\/tr>\n
22<\/td>\n3.8 Other design considerations
3.9 Strain limits
3.10 Design earthquake stability check <\/td>\n<\/tr>\n
23<\/td>\n3.11 Batter piles
3.12 Seismic isolation systems
3.13 References <\/td>\n<\/tr>\n
24<\/td>\n4 Geotechnical Considerations and Soil\u2013Structure 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 <\/td>\n<\/tr>\n
25<\/td>\n4.6 Fault rupture
4.7 Lateral loadings for soil\u2013structure interaction
4.8 Soil\u2013pile behavior under lateral loading
4.9 Seismically induced settlement
4.10 Axial pile performance
4.11 Earth pressures
4.12 References <\/td>\n<\/tr>\n
26<\/td>\n5 Force-Based Design
5.1 Introduction
5.2 Definitions
5.3 Symbols and notation
5.4 Force-based demand analysis <\/td>\n<\/tr>\n
27<\/td>\n5.5 Modeling
5.6 Force-based capacity analysis <\/td>\n<\/tr>\n
28<\/td>\n5.7 References <\/td>\n<\/tr>\n
30<\/td>\n6 Displacement-Based Design
6.1 General
6.2 Definitions
6.3 Symbols and definitions <\/td>\n<\/tr>\n
31<\/td>\n6.4 Overview of seismic design approach
6.5 Inelastic material properties <\/td>\n<\/tr>\n
33<\/td>\n6.6 Modeling <\/td>\n<\/tr>\n
34<\/td>\n6.7 Capacity analysis
6.8 Demand analysis <\/td>\n<\/tr>\n
36<\/td>\n6.9 Demand loads on protected elements <\/td>\n<\/tr>\n
38<\/td>\n6.10 References <\/td>\n<\/tr>\n
40<\/td>\n7 Design and Detailing Considerations
7.1 Introduction
7.2 Definitions
7.3 Symbols and notation <\/td>\n<\/tr>\n
41<\/td>\n7.4 Pile-to-deck connections <\/td>\n<\/tr>\n
43<\/td>\n7.5 Piles
7.6 Joint shear <\/td>\n<\/tr>\n
44<\/td>\n7.7 Joint detailing <\/td>\n<\/tr>\n
46<\/td>\n7.8 Decks
7.9 Constructability
7.10 References <\/td>\n<\/tr>\n
48<\/td>\n8 Ancillary Components
8.1 Introduction
8.2 Definitions
8.3 Symbols and notation
8.4 General design requirements
8.5 Component-specific design requirements <\/td>\n<\/tr>\n
49<\/td>\n8.6 References <\/td>\n<\/tr>\n
50<\/td>\nC1 General
C1.1 Introduction
C1.2 Definitions <\/td>\n<\/tr>\n
51<\/td>\nC1.5 References <\/td>\n<\/tr>\n
52<\/td>\nC2 Seismic Performance Requirements
C2.1 Introduction
C2.2 Design classifications
C2.3 Design criteria <\/td>\n<\/tr>\n
53<\/td>\nC2.4 Performance levels <\/td>\n<\/tr>\n
54<\/td>\nC2.5 Seismic hazards to be considered
C2.6 References <\/td>\n<\/tr>\n
56<\/td>\nC3 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 <\/td>\n<\/tr>\n
57<\/td>\nC3.13 References <\/td>\n<\/tr>\n
58<\/td>\nC4 Geotechnical Considerations and Soil\u2013Structure Interaction
C4.1 Introduction
C4.3 Earthquake ground motions <\/td>\n<\/tr>\n
59<\/td>\nC4.4 Liquefaction and cyclic degradation potential
C4.5 Slope stability and lateral ground deformation <\/td>\n<\/tr>\n
60<\/td>\nC4.6 Fault rupture
C4.7 Lateral loadings for soil\u2013structure interaction <\/td>\n<\/tr>\n
61<\/td>\nC4.8 Soil\u2013pile behavior under lateral loading <\/td>\n<\/tr>\n
62<\/td>\nC4.9 Seismically induced settlement
C4.10 Axial pile performance <\/td>\n<\/tr>\n
63<\/td>\nC4.11 Earth pressures
C4.12 References <\/td>\n<\/tr>\n
66<\/td>\nC5 Force-Based Design
C5.1 Introduction
C5.4 Force-based demand analysis
C5.5 Modeling
C5.6 Force-based capacity analysis <\/td>\n<\/tr>\n
67<\/td>\nC5.7 References <\/td>\n<\/tr>\n
68<\/td>\nC6 Displacement-Based Design
C6.1 General
C6.4 Overview of seismic design approach
C6.5 Inelastic material properties
C6.6 Modeling <\/td>\n<\/tr>\n
69<\/td>\nC6.7 Capacity analysis <\/td>\n<\/tr>\n
71<\/td>\nC6.8 Demand analysis
C6.9 Demand loads on protected elements
C6.10 References <\/td>\n<\/tr>\n
74<\/td>\nC7 Design and Detailing Considerations
C7.1 Introduction
C7.2 Definitions
C7.4 Pile-to-deck connections <\/td>\n<\/tr>\n
79<\/td>\nC7.5 Piles
C7.6 Joint shear
C7.7 Joint detailing <\/td>\n<\/tr>\n
82<\/td>\nC7.8 Decks
C7.9 Constructability <\/td>\n<\/tr>\n
83<\/td>\nC7.10 References <\/td>\n<\/tr>\n
86<\/td>\nC8 Ancillary Components
C8.1 Introduction
C8.4 General design requirements
C8.5 Component-specific design requirements <\/td>\n<\/tr>\n
88<\/td>\nC8.6 References <\/td>\n<\/tr>\n
90<\/td>\nINDEX <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

ASCE\/COPRI Standard 61: Seismic Design of Piers and Wharves<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
ASCE<\/b><\/a><\/td>\n2014<\/td>\n90<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":129577,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2660],"product_tag":[],"class_list":{"0":"post-129576","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-asce","8":"first","9":"instock","10":"sold-individually","11":"shipping-taxable","12":"purchasable","13":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/129576","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product"}],"about":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/types\/product"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media\/129577"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=129576"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=129576"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=129576"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}