ADVANCED STRUCTURE DIPLOMA EARTHQUAKES DR. ABDALLH MOSTAFA
- 1. ADVANCED STRUCTURE DIPLOMA EARTHQUAKES DR.ABDALLH MOSTAFA CIVIL ACADEMY
- 3. 惠 惠 悋悋惺惠惡悋惘 悋慍悋慍 悋忰悋 悋悽悵
- 4. 悋慍慍悋悸 悋悋愀 悋
- 5. 悋惡悋 惺 悋慍悋慍 悋忰悋 忰愕悋惡 愀惘 悋 悋悋悧 悋悋愕惠悋惠 悋忰 愀惘悸 EQUIVALENT STATIC METHOD 愀惘悸 愀 悋惠悴悋惡 悋惘惡悸 MULTI MODAL RESPONSE SPECTRUM METHOD 悋慍 悋惆悋 悋惠忰 愀惘悸 TIME HISTORY ANALYSIS
- 6. 悋惡悋 惺 悋慍悋慍 悋忰悋 忰愕悋惡 愀惘 悋
- 7. 悋惡悋 惺 悋慍悋慍 悋忰悋 忰愕悋惡 愀惘 悋
- 8. 悋惡悋 惺 悋慍悋慍 悋忰悋 忰愕悋惡 愀惘 悋
- 9. 惠 惠 悋愕惠悽惆悋 愀惘悸 悋忰 悋悋愕惠悋惠 悋悋悧 忰愕悋惡 悋慍悋慍 悋忰悋 悋惡悋 惺 悋 悋慍慍悋 惺 悋悋愆悧 悋惆悋悸 悋 惠忰 惠 悋愀惘悸 悵 悋惡 惺 惠悋惓惘悋 惆惘悋愕悸 悋悧 悋愕惠悋惠悸 悸 愆惘愀 悴惆 悋愀惘悸 悵 悋愕惠悽惆悋 悋惶惘 悋惆 悵惘悋
- 10. 悋悋愕悋愕 悋惆惘 悋慍 悋 悋 TC 悋忰惆 惓悋惡惠 悋 RESPONSE SPECTRUM CURVE
- 11. 悋 愆惘愀 悋惘悖愕 悋悋 悋愕愀 悋悋惠惴悋
- 12. 悋 愆惘愀 悋惘悖愕 悋悋 悋愕愀 悋悋惠惴悋
- 13. 悋 愆惘愀 悋惘悖愕 悋悋 悋愕愀 悋悋惠惴悋
- 14. 悋悋悧 悋悋愕惠悋惠 悋忰 愀惘悸 惡悋愕惠悽惆悋 悋慍慍悋 忰愕悋惡 悸
- 15. 悋悋悧 悋悋愕惠悋惠 悋忰 愀惘悸 惡悋愕惠悽惆悋 悋慍慍悋 忰愕悋惡 悸
- 16. 悋悋悧 悋悋愕惠悋惠 悋忰 愀惘悸 惡悋愕惠悽惆悋 悋慍慍悋 忰愕悋惡 悸
- 17. 悋悋悧 悋悋愕惠悋惠 悋忰 愀惘悸 惡悋愕惠悽惆悋 悋慍慍悋 忰愕悋惡 悸
- 18. 悋悋悧 悋悋愕惠悋惠 悋忰 愀惘悸 惡悋愕惠悽惆悋 悋慍慍悋 忰愕悋惡 悸 悋惺悋悋惠 悴惺悸 惺惘悸 悴惡 悋愕悋惡悸 悋惺悋惆悋惠 惠愀惡
- 20. 悽愀悋惠 忰愕悋惡 BASE SHEAR 惡悋悄惺 愀惘悸 悋 悋悋愕惠悋惠悸 悋悋悧 愕悋忰悸 惆悸 惺 悋惡 惺惘悸 悋惠惘惡悸 惺 惠忰惆惆 惠 惓悋悋 愕悋忰悸 愃惘 惆悸 悋 Check T1< 4Tc sec
- 23. 悽愀悋惠 忰愕悋惡 BASE SHEAR 惡悋悄惺 愀惘悸 悋 悋悋愕惠悋惠悸 悋悋悧 悋悋惷忰悋 惺悋 惠忰惆惆 悽悋愕悋
- 32. BASE SHEAR CALCULATION USING EGCC
- 33. EXAMPLE
- 34. EXAMPLE GIVEN ZONE 3 SOIL TYPE B TYPE 1 HOSPITAL TOTAL DEAD LOAD 100000 KN TOTAL LIVE LOAD 24000 KN 10 FLOORS
- 37. NOTES
- 38. NOTES
- 40. SYSTEM RESISTING LATERAL LOADS
- 41. SYSTEM RESISTING LATERAL LOADS
- 42. SYSTEM RESISTING LATERAL LOADS
- 43. SYSTEM RESISTING LATERAL LOADS
- 44. SYSTEM RESISTING LATERAL LOADS
- 45. NOTES
- 46. NOTES
- 47. NOTES
- 48. NOTES
- 49. NOTES
- 50. NOTES
- 51. NOTES
- 52. NOTES
- 53. NOTES
- 54. NOTES
- 55. NOTES
- 56. NOTES CHECK DISPLACEMENT ACTUAL DISPLACMMEN FROM ETABS MODIFIED DISPLACEMENT = ACTUAL DISPLACEMENT * 0.7 * R ALLOWABLE DISPLACEMENT = 500
- 57. REFERENCES EGYPTIAN CODE FOR LOADS 2012 Dr. Mashhour Ghoniem lectures Dr.Ahmed Farghael lectures