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 <i>AASHTO LRFD Bridge Design Specifications</i>. This differs from the current procedures in the <i>LRFD Specifications</i>
AASHTO guide specifications for LRFD seismic bridge design.
โ Scribed by AASHTO
- Publisher
- American Association of State Highway and Transportation Officials,
- Year
- 2009
- Tongue
- English
- Leaves
- 249
- Edition
- 1nd ed.
- Category
- Library
No coin nor oath required. For personal study only.
โฆ Synopsis
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 -- Appendix A: Foundation-rocking analysis -- Appendix B: Design flowcharts.; 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.--
๐ SIMILAR VOLUMES
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. Reinfor
The AASHTO Guide Specifications for LRFD Seismic Bridge Design is established in accordance with the NCHRP 20-07/Task 193 Task 6 Report. Task 6 contains five (5) Sections corresponding to Tasks 1 to 5 as follows: SECTION 1 includes a review of the pertinent documents and information that were avail
This major step in improved bridge design and more accurate analysis is expected to lead to bridges exhibiting superior serviceability, enhanced long-term maintainability, and more uniform levels of safety. This edition includes newly updated foundation specifications, as well as updates throughout.
The provisions of these Specifications are intended for the design, evaluation, and rehabilitation of both fixed and movable highway bridges. The design provisions of these Specifications employ the Load and Resistance Factor Design (LRFD) methodology. The factors have been developed from the theory
Now with newly updated seismic and foundation specifications. This major step in improved bridge design and more accurate analysis is expected to lead to bridges exhibiting superior serviceability, enhanced long-term maintainability, and more uniform levels of safety. This edition includes newly upd