{"id":160765,"date":"2024-10-19T09:39:26","date_gmt":"2024-10-19T09:39:26","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/aci-341-2r-14\/"},"modified":"2024-10-25T01:58:06","modified_gmt":"2024-10-25T01:58:06","slug":"aci-341-2r-14","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/aci\/aci-341-2r-14\/","title":{"rendered":"ACI 341.2R 14"},"content":{"rendered":"
This report is intended for use by practicing engineers and provides a summary of the state-of-the-art analysis, modeling, and design of concrete bridges subjected to strong earthquakes. It is intended to supplement and complement existing documents from the American Association of State Highway and Transportation Officials (AASHTO), California Department of Transportation (Caltrans), and various building codes and guidelines. Procedures and philosophies of codes and guidelines are summarized. Linear and nonlinear seismic analysis methods are also discussed, and important modeling considerations for different bridge elements, including curved girders and skewed abutments, are highlighted. The report also includes a summary of general seismic-resistant design and construction considerations for concrete bridges, as well as analysis and design considerations for bridges with seismic isolation. Keywords: abutment; bridge; column; connections; design; earthquake; footing; girder; hinge; restrainer; seismic; seismic analysis; seismic isolation.<\/p>\n
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
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3<\/td>\n | CONTENTS <\/td>\n<\/tr>\n | ||||||
4<\/td>\n | CHAPTER 1\u2014 INTRODUCTION 1.1\u2014General <\/td>\n<\/tr>\n | ||||||
5<\/td>\n | 1.2\u2014Lessons learned from earthquake damage to bridges <\/td>\n<\/tr>\n | ||||||
8<\/td>\n | CHAPTER 2\u2014 NOTATION AND DEFINITIONS 2.1\u2014Notation 2.2\u2014Definitions <\/td>\n<\/tr>\n | ||||||
9<\/td>\n | CHAPTER 3\u2014 CODES 3.1\u2014Historical perspective CHAPTER 4\u2014 SEISMIC HAZARDS 4.1\u2014Introduction <\/td>\n<\/tr>\n | ||||||
10<\/td>\n | 4.2\u2014Probabilistic seismic hazard analysis\t <\/td>\n<\/tr>\n | ||||||
11<\/td>\n | 4.3\u2014Multi-level earthquake ground motions 4.4\u2014USGS probabilistic ground motion maps and design value maps <\/td>\n<\/tr>\n | ||||||
12<\/td>\n | 4.5\u2014Vertical accelerations 4.6\u2014Near-fault ground motions and residual ground displacements near faults <\/td>\n<\/tr>\n | ||||||
13<\/td>\n | 4.7\u2014Load combinations 4.8\u2014Combining effects of orthogonal components of earthquakes 4.9\u2014Ground motion time histories <\/td>\n<\/tr>\n | ||||||
14<\/td>\n | 4.10\u2014Geotechnical considerations CHAPTER 5\u2014 ANALYSIS 5.1\u2014Overview <\/td>\n<\/tr>\n | ||||||
15<\/td>\n | 5.2\u2014Single-mode spectral analysis 5.3\u2014Pushover analysis <\/td>\n<\/tr>\n | ||||||
16<\/td>\n | 5.4\u2014Multi-mode spectral analysis 5.5\u2014Time-history analysis 5.6\u2014Nonlinear analysis <\/td>\n<\/tr>\n | ||||||
22<\/td>\n | CHAPTER 6\u2014 MODELING 6.1\u2014General <\/td>\n<\/tr>\n | ||||||
24<\/td>\n | 6.2\u2014Superstructure modeling <\/td>\n<\/tr>\n | ||||||
25<\/td>\n | 6.3\u2014Substructure modeling 6.4\u2014Abutment and foundation modeling <\/td>\n<\/tr>\n | ||||||
29<\/td>\n | 6.5\u2014Bearings CHAPTER 7\u2014 DESIGN 7.1\u2014General 7.2\u2014Multi-level seismic design <\/td>\n<\/tr>\n | ||||||
30<\/td>\n | 7.3\u2014AASHTO force-based design methods <\/td>\n<\/tr>\n | ||||||
31<\/td>\n | 7.4\u2014Displacement-based design methods <\/td>\n<\/tr>\n | ||||||
32<\/td>\n | 7.5\u2014Seismic conceptual design <\/td>\n<\/tr>\n | ||||||
33<\/td>\n | 7.6\u2014Design considerations <\/td>\n<\/tr>\n | ||||||
37<\/td>\n | 7.7\u2014Seismically isolated bridges <\/td>\n<\/tr>\n | ||||||
41<\/td>\n | 7.8\u2014Construction CHAPTER 8\u2014 REFERENCES Authored references <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" 341.2R-14 Analysis and Design of Seismic-Resistant Concrete Bridge Systems<\/b><\/p>\n |