{"id":176063,"date":"2024-10-19T10:54:51","date_gmt":"2024-10-19T10:54:51","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/aisc-d812-99w-1999\/"},"modified":"2024-10-25T03:08:58","modified_gmt":"2024-10-25T03:08:58","slug":"aisc-d812-99w-1999","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/aisc\/aisc-d812-99w-1999\/","title":{"rendered":"AISC D812 99W 1999"},"content":{"rendered":"
Design Guide 12 covers the rehabilitation of existing welded steel moment frame buildings to improve their seismic resistance in future earthquakes.<\/p>\n
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
---|---|---|---|---|---|---|---|
1<\/td>\n | Steel Design Guide 12 <\/td>\n<\/tr>\n | ||||||
3<\/td>\n | Copyright <\/td>\n<\/tr>\n | ||||||
4<\/td>\n | Table of Contents <\/td>\n<\/tr>\n | ||||||
5<\/td>\n | Preface <\/td>\n<\/tr>\n | ||||||
6<\/td>\n | Chapter 1 Introduction <\/td>\n<\/tr>\n | ||||||
10<\/td>\n | Chapter 2 Achieving Improved Seismic Performance <\/td>\n<\/tr>\n | ||||||
14<\/td>\n | Chapter 3 Experimental Results <\/td>\n<\/tr>\n | ||||||
33<\/td>\n | Blank Page <\/td>\n<\/tr>\n | ||||||
34<\/td>\n | Chapter 4 Design Basis for Connection Modification <\/td>\n<\/tr>\n | ||||||
42<\/td>\n | Chapter 5 Design of Reduced Beam Section Modification <\/td>\n<\/tr>\n | ||||||
54<\/td>\n | Chapter 6 Design of Welded Haunch Modification <\/td>\n<\/tr>\n | ||||||
64<\/td>\n | Chapter 7 Design of Bolted Bracket Modification <\/td>\n<\/tr>\n | ||||||
78<\/td>\n | Chapter 8 Considerations for Practical Implementation <\/td>\n<\/tr>\n | ||||||
80<\/td>\n | References <\/td>\n<\/tr>\n | ||||||
82<\/td>\n | Symbols <\/td>\n<\/tr>\n | ||||||
84<\/td>\n | Abbreviations <\/td>\n<\/tr>\n | ||||||
85<\/td>\n | Blank Page <\/td>\n<\/tr>\n | ||||||
86<\/td>\n | Appendix A Deformation Compatibility Considerations for Welded Haunch Connection <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Design Guide 12: Modification of Existing Steel Welded Moment Frame Connections for Seismic Resistance<\/b><\/p>\n |