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Aashto Guide Specifications For Lrfd Seismic Bridge Design,american Association Of State Highway And Transportation Officials Guide Specifications For Load And Resistance Factor Design Seismic Bridge Design,guide Specifications For Lrfd Seismic Bridge Des

جلد کتاب Aashto Guide Specifications For Lrfd Seismic Bridge Design,american Association Of State Highway And Transportation Officials Guide Specifications For Load And Resistance Factor Design Seismic Bridge Design,guide Specifications For Lrfd Seismic Bridge Des

معرفی کتاب «Aashto Guide Specifications For Lrfd Seismic Bridge Design,american Association Of State Highway And Transportation Officials Guide Specifications For Load And Resistance Factor Design Seismic Bridge Design,guide Specifications For Lrfd Seismic Bridge Des» نوشتهٔ Roy A Imbsen; American Association of State Highway and Transportation Officials. Subcommittee on Bridges and Structures، منتشرشده توسط نشر American Association of State Highway and Transportation Officials در سال 2009. این کتاب در فرمت pdf، زبان انگلیسی ارائه شده است.

This book covers seismic design for typical bridge types and applies to non-critical and non-essential bridges. It is approved as an alternate to the seismic provisions in the AASHTO LRFD Bridge Design Specifications . This differs from the current procedures in the LRFD Specifications in the use of displacement-based design procedures, instead of the traditional force-based R-Factor method. It includes detailed guidance and commentary on earthquake-resisting elements and systems, global design strategies, demand modeling, capacity calculation, and liquefaction effects. Capacity design procedures underpin the Guide Specifications’ methodology; includes prescriptive detailing for plastic hinging regions and design requirements for capacity protection of those elements that should not experience damage. Included in this electronic edition are the 2012 and 2014 Interim Revisions. Following each chapter the Revisions are identified as well as linked throughout the entire book where available. See the "Interim Revisions" sections for a complete list of changes to each section. Content: Front Matter • Interim Revisions 2012 • Preface • Table of Contents Section 1. Introduction Section 2. Definitions and Notation Section 3. General Requirements Section 4. Analysis and Design Requirements Section 5. Analytical Models and Procedures Section 6. Foundation and Abutment Design Section 7. Structural Steel Components Section 8. Reinforced Concrete Components References Appendices This book covers seismic design for typical bridge types and applies to non-critical and non-essential bridges. It is approved as an alternate to the seismic provisions in the __AASHTO LRFD Bridge Design Specifications__. This differs from the current procedures in the __LRFD Specifications__ in the use of displacement-based design procedures, instead of the traditional force-based R-Factor method. It includes detailed guidance and commentary on earthquake-resisting elements and systems, global design strategies, demand modeling, capacity calculation, and liquefaction effects. Capacity design procedures underpin the Guide Specifications’ methodology; includes prescriptive detailing for plastic hinging regions and design requirements for capacity protection of those elements that should not experience damage. Included in this electronic edition are the 2012 and 2014 Interim Revisions. Following each chapter the Revisions are identified as well as linked throughout the entire book where available. See the "Interim Revisions" sections for a complete list of changes to each section. Content: Front Matter • Interim Revisions 2012 • Preface • Table of Contents Section 1. IntroductionSection 2. Definitions and NotationSection 3. General RequirementsSection 4. Analysis and Design RequirementsSection 5. Analytical Models and ProceduresSection 6. Foundation and Abutment DesignSection 7. Structural Steel ComponentsSection 8. Reinforced Concrete Components References Appendices Covers seismic design for typical bridge types and applies to non-critical and non-essential bridges. Approved as an alternate to the seismic provisions in the AASHTO LRFD Bridge Design Specifications. Differs from the current procedures in the LRFD Specifications in the use of displacement-based design procedures, instead of the traditional force-based "R-Factor" method. Includes detailed guidance and commentary on earthquake resisting elements and systems, global design strategies, demand modeling, capacity calculation, and liquefaction effects. Capacity design procedures underpin the Guide Specifications' methodology; includes prescriptive detailing for plastic hinging regions and design requirements for capacity protection of those elements that should not experience damage
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