【正文】 EY1 EX2 EY2 EX3 EY3 多方向地震作用工程例序號 工程名 結構類型 層數 / 高度 ( m)有否有斜向布置構件多方向地震輸入角度1 E1 框架 10 /3 0. 0 有 45,452 Fram1 框架 10 /3 0. 0 無30 ,6 0, 3 0,603 Exam7 框架 7/ 無30 ,6 0, 3 0,604 Exam55 框剪 15 /6 3. 83 有 45,455 E213 框剪 18 /5 7. 85 無30 ,6 0, 3 0,606 Zjsc 框剪 36 /1 15 .9 有 45,4512345678910111213141516171819202122232425262728293031323334 35 3637 38 39404142434445464748 49 5051 52 53545556575859606162636465666768697071727374757677787980818283848586878889909192123456789101112131415161718192021222324252627282930 31323334353637383940414243444546474849505152X m = 1 0 . 6 0Y m = 1 2 . 3 9X s = 1 0 . 2 6Y s = 1 1 . 0 9R x = 1 . 0 0R y = 1 . 0 0第 1 層墻柱 墻梁編號及節(jié)點簡圖 梁總數 = 9 2 柱總數 = 5 2 墻梁數 = 0 墻柱數 = 0 有斜交抗側力結構 12345678910111213141516171819 20 21 22 2324 25 26 27 2829 30 31 32 3334 35 36 37 38123456789101112131415161718192021222324X m = 1 5 . 0 0Y m = 7 . 9 5 X s = 1 5 . 0 0Y s = 7 . 9 5R x = 1 . 0 0R y = 1 . 0 0第 1 層墻柱 墻梁編號及節(jié)點簡圖 梁總數 = 3 8 柱總數 = 2 4 墻梁數 = 0 墻柱數 = 0 無斜交抗側力結構 12345678910111213141516171819202122232425 262728293031 32 33 34 35 36 37 38 3940414243444546474849505152535455565758 59 60 61 62 63 64 65 6667 68 69 70 71 72 73 74 7576 77 78 79 80 81 82 83 848586 87 8889 9091 92123456789101112131415161718192021222324 25 26 27 28293031323334X m = 1 7 . 1 9Y m = 1 6 . 6 2X s = 1 7 . 1 5Y s = 1 6 . 2 7R x = 1 . 0 0R y = 1 . 0 0第 1 層墻柱 墻梁編號及節(jié)點簡圖 梁總數 = 9 2 柱總數 = 3 4 墻梁數 = 0 墻柱數 = 0 無斜交抗側力結構 123456789 101112131415 16 1718 19 20212223242526272829303132333435363738 39 4041420 . 2 5 2 . 8 2123450 . 2 0 2 . 7 260 . 2 0 2 . 7 2712345678910 11 12 13141516 1718192021222324 25 26 27 28 2930313233343536373839404142434445464748495051525354555657585960616263646566676869707172737475767778798081828384858687888990919293949596979899100101102103104105106107108109110111112113114115116117118119120121122123124125126127128129130131132133134135136137138139140141142143144145146147148149150151152153154155156157158159160161 162163164165166167168169170171172173174175176177178179180181182183184185186187188189190191192193194195196197198 199200201202203204205206207208209210211212213214215123456789101112131415161718192021 2223242526272829303132333435363738394041424344Xm =19. 10Ym =18. 76Xs =20. 66Ys =17. 85Rx = 0Ry = 0第 1 層墻柱 墻梁編號及 節(jié)點簡圖 梁總數 = 215 柱總數 = 44 墻梁數 = 7 墻柱數 = 4 2 有斜交抗側力結構 12345 6 7 89101112130 . 3 0 1 . 1 011 2 3 4 5 6 7 8 9 10111213141516171819202122232425262728293031 32 33 34 35 36 37 38 39 4041 42 43444546474849505152 53 54 555657 58 59 60 61 62 636465 66 67 68 69 70 71 72 73 74 7576 77 78 79 80 81 82 83 84 85 8687888990919293949596979899100101102103104105106107108109 1101111121131141151 1 61171181191201211 2 2 1 2 31 2 4 1 2 51 2 6 1 2 71281 2 9 1 3 01 3 11321331 3 41 3 51361371 3 81 3 9 140 1 4 1 1 4 21431 2 3 4 5 678910111213141516171819202122232425262728 293031323334353637 38 39 4041424344Xm =4 .5 3Ym =9 .2 3Xs =5 .0 9Ys =1 1. 69Rx =1 .0 0Ry =1 .0 0第 1 層墻柱 墻梁編號及節(jié)點簡圖 梁總數 = 1 43 柱總數 = 4 4 墻 梁數 = 1 墻柱數 = 1 3 無斜交抗側力結構 1234567891011121314151617181920212223242526272829303132333435363738394041424344 4546 47 48 495051 52535455 56 57585960616263646566676869707172737475767778798081828384858687888990919293949596979899100101102103104105106107108109110111112123450 . 4 0 1 . 9 060 . 4 0 1 . 9 070 . 4 0 1 . 9 080 . 4 0 1 . 9 0910111213140.401.90150.401.90160.401.90170.401.90180.401.9019123456789101112131415161718192021222324252627282930313233343536373839404142434445464748495051525354555657585960616263646566676869707