{"id":79041,"date":"2024-10-17T18:28:23","date_gmt":"2024-10-17T18:28:23","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/asce-9780784410769-2010\/"},"modified":"2024-10-24T19:38:54","modified_gmt":"2024-10-24T19:38:54","slug":"asce-9780784410769-2010","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/asce\/asce-9780784410769-2010\/","title":{"rendered":"ASCE 9780784410769 2010"},"content":{"rendered":"
Finley Charney provides authoritative explanations of the seismic provisions offered in Minimum Design Loads for Buildings and Other Structures, Standard ASCE\/SEI 7-05.<\/p>\n
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
---|---|---|---|---|---|---|---|
6<\/td>\n | Contents <\/td>\n<\/tr>\n | ||||||
8<\/td>\n | Preface <\/td>\n<\/tr>\n | ||||||
12<\/td>\n | Abbreviations and Symbols <\/td>\n<\/tr>\n | ||||||
14<\/td>\n | Table of Conversion Factors <\/td>\n<\/tr>\n | ||||||
16<\/td>\n | Examples 1. Occupancy Category <\/td>\n<\/tr>\n | ||||||
22<\/td>\n | 2. Importance Factor and Seismic Design Category <\/td>\n<\/tr>\n | ||||||
26<\/td>\n | 3. Site Classification Procedure for Seismic Design <\/td>\n<\/tr>\n | ||||||
34<\/td>\n | 4. Determining Ground Motion Parameters <\/td>\n<\/tr>\n | ||||||
40<\/td>\n | 5. Developing an Elastic Response Spectrum <\/td>\n<\/tr>\n | ||||||
44<\/td>\n | 6. Ground Motion Scaling for Response History Analysis <\/td>\n<\/tr>\n | ||||||
56<\/td>\n | 7. Selection of Structural Systems <\/td>\n<\/tr>\n | ||||||
64<\/td>\n | 8. Combinations of Lateral Load Resisting Systems <\/td>\n<\/tr>\n | ||||||
72<\/td>\n | 9. Horizontal Structural Irregularities <\/td>\n<\/tr>\n | ||||||
84<\/td>\n | 10. Vertical Structural Irregularities <\/td>\n<\/tr>\n | ||||||
96<\/td>\n | 11. Diaphragm Flexibility <\/td>\n<\/tr>\n | ||||||
104<\/td>\n | 12. Structural Analysis Requirements <\/td>\n<\/tr>\n | ||||||
108<\/td>\n | 13. Determining the Redundancy Factor <\/td>\n<\/tr>\n | ||||||
114<\/td>\n | 14. Accidental Torsion and Amplification of Accidental Torsion <\/td>\n<\/tr>\n | ||||||
124<\/td>\n | 15. Load Combinations <\/td>\n<\/tr>\n | ||||||
134<\/td>\n | 16. Effective Seismic Weight (Mass) <\/td>\n<\/tr>\n | ||||||
144<\/td>\n | 17. Period of Vibration <\/td>\n<\/tr>\n | ||||||
154<\/td>\n | 18. Equivalent Lateral Force Analysis <\/td>\n<\/tr>\n | ||||||
168<\/td>\n | 19. Drift and P-Delta Effects <\/td>\n<\/tr>\n | ||||||
180<\/td>\n | 20. Modal Response Spectrum Analysis <\/td>\n<\/tr>\n | ||||||
200<\/td>\n | 21. Diaphragm Forces <\/td>\n<\/tr>\n | ||||||
204<\/td>\n | Frequently Asked Questions <\/td>\n<\/tr>\n | ||||||
222<\/td>\n | Appendixes A. Interpolation Functions <\/td>\n<\/tr>\n | ||||||
226<\/td>\n | B. Using the USGS Seismic Hazards Mapping Utility <\/td>\n<\/tr>\n | ||||||
232<\/td>\n | C. Using the PEER NGA Database <\/td>\n<\/tr>\n | ||||||
236<\/td>\n | References <\/td>\n<\/tr>\n | ||||||
238<\/td>\n | Index A <\/td>\n<\/tr>\n | ||||||
239<\/td>\n | B <\/td>\n<\/tr>\n | ||||||
240<\/td>\n | C D E <\/td>\n<\/tr>\n | ||||||
241<\/td>\n | F G H I <\/td>\n<\/tr>\n | ||||||
242<\/td>\n | L M <\/td>\n<\/tr>\n | ||||||
243<\/td>\n | N O P <\/td>\n<\/tr>\n | ||||||
244<\/td>\n | R S <\/td>\n<\/tr>\n | ||||||
246<\/td>\n | T U V <\/td>\n<\/tr>\n | ||||||
248<\/td>\n | About the Author <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Seismic Loads<\/b><\/p>\n |