THÔNG TIN TỔNG QUÁT Table [1] Units Type Unit Length Force Time m kN day Table [2] Model dimensions 1.3.. SOIL & INTERFACES Table [4] Soil data sets parameters... Table [7] List of phase
Trang 1PHỤ LỤC
ĐỒ ÁN TỐT NGHIỆP
KỸ SƯ XÂY DỰNG
HỆ ĐÀO TẠO: CHÍNH QUY
ĐỀ TÀI: CHUNG CƯ FOUR ACES
SINH VIÊN: NGUYỄN TUẤN ANH MSSV: X050053
LỚP: X05-A2
HOÀN THÀNH 2/2010
Trang 2MỤC LỤC
CHƯƠNG 1: PHỤ LỤC THIẾT KẾ TƯỜNG VÂY 2
1.1 THÔNG TIN TỔNG QUÁT 2
1.2 THIẾT LẬP MÔ HÌNH HÌNH HỌC 2
1.3 KHAI BÁO VẬT LIỆU 3
1.3.1 SOIL & INTERFACES 3
1.3.2 PLATES 5
1.3.3 ANCHORS 5
1.4 CÁC PHASES PHÂN TÍCH 6
1.5 CHUYỂN VỊ ĐẤT NỀN 7
1.6 CHUYỂN VỊ TƯỜNG VÂY 17
1.7 NỘI LỰC TƯỜNG VÂY 43
1.8 LỰC DỌC THANH CHỐNG 67
1.9 ỔN ĐỊNH TƯỜNG VÂY 68
CHƯƠNG 2: PHỤ LỤC TÍNH TOÁN KẾT CẤU CÔNG TRÌNH 70
2.1 MÔ HÌNH TÍNH TOÁN 70
2.2 KHAI BÁO VẬT LIỆU 70
2.3 KHAI BÁO TIẾT DIỆN 71
2.4 SỐ LIỆU TỪ MÔ HÌNH 72
2.5 KẾT QUẢ PHÂN TÍCH DAO ĐỘNG 76
2.6 NỘI LỰC CHÂN CỘT 83
CHƯƠNG 3: PHỤ LỤC TÍNH TOÁN KẾT CẤU THI CÔNG 96
3.1 MÔ HÌNH TÍNH TOÁN 96
3.2 KHAI BÁO VẬT LIỆU 96
3.3 KHAI BÁO TIẾT DIỆN 97
3.4 KHAI BÁO TẢI TRỌNG 106
3.5 NỘI LỰC CỘT CHỐNG TẠM 107
3.6 NỘI LỰC HỆ CHỐNG NGANG 118
Trang 3CHƯƠNG 1: PHỤ LỤC THIẾT KẾ TƯỜNG VÂY
1.1 THÔNG TIN TỔNG QUÁT
Table [1] Units
Type Unit
Length Force Time
m kN day
Table [2] Model dimensions
1.3 KHAI BÁO VẬT LIỆU
1.3.1 SOIL & INTERFACES
Table [4] Soil data sets parameters
Trang 5c) LỚP 3
d) LỚP 4
Trang 7Table [7] List of phases
Phase Ph
No
-Star t phas e
Calculation type
Load input Firs
t ste p
La st ste p
Trang 81.5 CHUYỂN VỊ ĐẤT NỀN
a) PHASE NO.1
EXTREME TOTAL DISPLACEMENT: 4.14*10-3m
Trang 9b) PHASE NO.2
EXTREME TOTAL DISPLACEMENT: 418.23*10-6m
Trang 10c) PHASE NO.3
EXTREME TOTAL DISPLACEMENT: 418.23*10-6m
Trang 11d) PHASE NO.4
EXTREME TOTAL DISPLACEMENT: 20.66*10-3m
Trang 12e) PHASE NO.5
EXTREME TOTAL DISPLACEMENT: 20.66*10-3m
Trang 13f) PHASE NO.6
EXTREME TOTAL DISPLACEMENT: 18.63*10-3m
Trang 14g) PHASE NO.7
EXTREME TOTAL DISPLACEMENT: 18.63*10-3m
Trang 15h) PHASE NO.8
EXTREME TOTAL DISPLACEMENT: 26.95*10-3m
Trang 16i) PHASE NO.9
EXTREME TOTAL DISPLACEMENT: 26.47*10-3m
Trang 17j) PHASE NO.10
EXTREME TOTAL DISPLACEMENT: 26.47*10-3m
Trang 181.6 CHUYỂN VỊ TƯỜNG VÂY
Trang 196455 20.000 -4.202 -4.5706E-04 -3.2613E-03 6.6134E-06 -3.1721E-04
Trang 20Node
Trang 216408 20.000 -2.628 -4.7715E-07 -4.1377E-04 -1.6060E-07 -9.6792E-05
Trang 22Node
Trang 236442 20.000 -0.063 -8.5167E-04 -1.9664E-02 -2.4134E-04 -4.8991E-03
Trang 24Node
Trang 25Max: 2.4038E-04 -1.0000E-20 6.4124E-05 -1.0000E-20
Trang 26Node
Trang 273860 20.000 -22.467 -1.8369E-03 -1.5378E-02 -1.9038E-05 3.7448E-05
Trang 28Node
Trang 294905 20.000 -18.815 -2.9059E-03 -1.5421E-02 3.5680E-09 1.3425E-08
Trang 30Node
Trang 315467 20.000 -16.430 -9.0942E-03 -1.1576E-02 -1.2679E-03 8.0878E-04
Trang 32Node
Trang 335776 20.000 -13.151 -1.0491E-02 -1.1595E-02 3.2869E-07 -9.4740E-07
Trang 34Node
Trang 356266 20.000 -9.960 -1.8913E-02 -1.4894E-02 -5.1902E-04 -8.7499E-04
Trang 36Node
Trang 376250 20.000 -8.405 -1.6567E-02 -1.5673E-02 1.6966E-05 -3.8141E-04
Trang 38Node
Trang 396180 20.000 -6.479 -1.3277E-02 -1.5690E-02 -9.9167E-09 -1.5066E-07
Trang 40Node
Chuyển vị ngang của tường qua các giai đoạn thi công;
Trang 41-25 -24 -23 -22 -21 -20 -19 -18 -17 -16 -15 -14 -13 -12 -11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1
Trang 421.7 NỘI LỰC TƯỜNG VÂY
a) PHASE NO.3
Axial forces in beam (plate no: 1)
Extreme value -111.89 kN/m (phase:
3)
Shear forces in beam (plate no:
1)
Extreme value 5.99 kN/m (phase: 3)
Bending moments in beam (plate
Trang 43-100.97
Trang 44-102.561
-103.321
-104.059
-104.058
-104.772
-105.461
-106.123
-106.758
-106.756
-107.361
-107.931
-108.466
-108.964
-108.962
-109.416
-109.824
-110.186
Trang 45m] m]
-110.500
-110.502
-110.758
-110.975
-111.153
-111.291
-111.435
-111.891
-111.481
-110.237
-108.194
-108.213
-105.450
-101.967
Trang 47m] m]
100.144
-101.939
-103.780
-105.661
-105.647
-107.492
-109.333
-111.166
-112.987
-112.987
-113.195
-113.403
-113.611
-113.819
-113.822
-114.631
-115.446
-116.268
-117.097
-117.26
Trang 48-115.927
-115.659
-115.632
-115.305
-114.945
-114.549
-114.113
-114.111
-114.061
-114.011
-113.960
-113.909
-113.910
-113.288
-112.602
-111.851
-111.034
Trang 49m] m]
-111.034
-110.421
-109.779
-109.107
-108.407
-108.407
-107.676
-106.918
-106.133
-105.321
-105.321
-104.481
-103.614
-102.719
-101.798
-101.796
-101.779
-102.561
-103.321
Trang 50-104.772
-105.461
-106.123
-106.758
-106.756
-107.361
-107.931
-108.466
-108.964
-108.962
-109.416
-109.824
-110.186
-110.500
-110.502
-110.758
-110.975
-111.15
Trang 51m] m]
3
-111.291
-111.435
-111.891
-111.481
-110.237
-108.194
-108.213
-105.450
-101.967
Trang 53m] m]
100.144
-101.939
-103.780
-105.661
-105.647
-107.492
-109.333
-111.166
-112.987
-112.987
-113.195
-113.403
-113.611
-113.819
-113.822
-114.631
-115.446
-116.268
-117.097
-117.26
Trang 54-115.927
-115.659
-115.632
-115.305
-114.945
-114.549
-114.113
-114.111
-114.061
-114.011
-113.960
-113.909
-113.910
-113.288
-112.602
-111.851
-111.034
Trang 55m] m]
-111.034
-110.421
-109.779
-109.107
-108.407
-108.407
-107.676
-106.918
-106.133
-105.321
-105.321
-104.481
-103.614
-102.719
-101.798
-101.796
-101.779
-102.561
-103.321
Trang 56-104.772
-105.461
-106.123
-106.758
-106.756
-107.361
-107.931
-108.466
-108.964
-108.962
-109.416
-109.824
-110.186
-110.500
-110.502
-110.758
-110.975
-111.15
Trang 57m] m]
3
-111.291
-111.435
-111.891
-111.481
-110.237
-108.194
-108.213
-105.450
-101.967
Trang 58-182.499
-180.996
Trang 59m] m]
-179.486
-179.488
-165.927
-103.532
-151.726
-111.798
-136.856
-120.114
-121.285
-120.104
-121.299
-128.416
-105.164
-122.731
51.363
-136.745
-149.152
55.067
-145.083
-170.872
58.324
-153.424
-187.676
61.249
-153.425
-187.676
61.249
-161.773
-199.353
63.937
-170.124
-205.669
66.476
-178.468
-206.341
68.900
-186.800
-201.079
71.234
-186.795
-201.079
71.234
-187.746
-200.081
71.494
-188.697
-198.997
71.753
Trang 6072.263
-190.282
-196.562
72.263
-190.159
-191.758
73.233
-190.111
-186.826
74.150
-190.112
-181.783
74.972
-190.134
-176.646
75.652
-189.533
-176.646
75.652
-186.593
-164.356
75.441
-183.842
-154.620
73.052
-181.058
-146.417
69.256
-178.023
-138.856
64.735
-177.959
-138.856
64.735
-174.763
-131.928
59.687
-171.690
-125.347
54.364
-168.722
-119.039
48.919
-165.844
-112.949
43.501
-165.829
-112.949
43.501
-165.521
-112.311
Trang 61m] m]
-164.908
-111.041
41.785
-164.602
-110.410
41.217
-164.596
-110.410
41.217
-161.144
-103.415
34.914
-157.709
-154.287
-150.874
-150.865
-148.452
-146.030
-143.598
-141.159
-141.155
-138.695
-136.219
-133.727
-131.222
-131.218
-128.690
Trang 62-120.967
-120.962
-118.329
-115.659
-112.954
-110.215
-110.206
-107.415
-105.461
-106.123
-106.758
-106.756
-107.361
-107.931
-108.466
-108.964
-108.962
Trang 63m] m]
109.416
-109.824
-110.186
-110.500
-110.502
-110.758
-110.975
-111.153
-111.291
-111.435
-111.891
-111.481
-110.237
-108.194
-108.213
-105.450
-101.967
Trang 64-206.341
Trang 65m] m]
184.082
-182.587
-181.084
-179.574
-179.575
-166.012
-103.532
-151.809
-111.798
-136.936
-120.114
-121.363
-120.104
-121.376
-128.416
-105.238
-122.797
51.363
-136.745
-149.238
55.067
-145.083
-170.976
58.324
-153.424
-187.799
61.249
-153.425
-187.799
61.249
-161.773
-199.492
63.937
-170.124
-205.822
66.476
-178.468
-206.507
68.900
-186.800
-201.255
Trang 6671.494
-188.697
-199.188
71.753
-189.650
-198.024
72.009
-190.602
-196.769
72.263
-190.282
-196.769
72.263
-190.172
-191.977
73.233
-190.132
-187.039
74.150
-190.131
-181.985
74.972
-190.151
-176.842
75.652
-189.659
-176.842
75.652
-186.754
-164.514
75.441
-184.028
-154.737
73.052
-181.254
-146.490
69.256
-178.204
-138.885
64.735
-178.156
-138.885
64.735
-174.986
-131.928
59.687
-171.933
-125.347
54.364
-168.980
-119.039
48.919
-166.113
-112.949
43.501
Trang 67m] m]
-166.098
-112.949
43.501
-165.791
-112.311
42.928
-165.485
-111.675
42.356
-165.179
-111.041
41.785
-164.874
-110.410
41.217
-164.868
-110.410
41.217
-161.424
-103.415
34.914
-157.994
-154.574
-151.160
-151.151
-148.737
-146.313
-143.879
-141.436
-141.432
-138.969
-136.489
-133.993
Trang 68-128.946
-126.389
-123.810
-121.209
-121.204
-118.566
-115.891
-113.180
-110.436
-110.428
-107.631
-105.461
-106.123
-106.758
-106.756
-107.361
-107.931
-108.46
Trang 69m] m]
6
-108.964
-108.962
-109.416
-109.824
-110.186
-110.500
-110.502
-110.758
-110.975
-111.153
-111.291
-111.435
-111.891
-111.481
-110.237
-108.194
-108.213
-105.450
-101.967
Trang 70-206.507
Trang 71-184.082
9
-182.587
0
-181.084
1
-179.574
9
-179.575
9
-166.012
4
-105.043
-151.809
2
-113.504
-136.936
8
-122.026
-121.363
3
-122.016
-121.376
3
-130.548
-105.238
-122.797
154.167
-139.107
4
149.238
-179.024
-147.684
-6
210.398
-156.274
1
187.799
-248.608
-156.275
1
187.799
-248.608
-164.884
-2
294.003
-346.951
Trang 72206.507
-407.768
-190.926
-5
476.769
-190.922
-463.201
-201.255
476.769
-191.920
-459.603
-200.264
462.353
-192.920
-455.985
-199.188
448.044
-193.921
-452.348
-198.024
433.848
-194.923
-448.691
-196.769
419.772
-194.810
-448.567
-196.769
419.772
-197.227
-434.446
-191.977
365.700
-199.656
-420.319
-187.039
313.334
-202.086
-406.159
-181.985
262.700
-204.510
-391.941
-176.842
213.827
-204.177
-392.199
-176.842
213.827
-214.612
-355.059
-164.514
82.627
-227.468
-318.378
-158.105
73.052
-240.375
-282.299
-217.658
69.256
-253.227
-246.961
-269.440
64.735
-253.246
-246.873
-269.440
64.735
-266.067
-212.155
-323.746
59.687
Trang 73m] m]
-278.891
-177.473
-383.099
54.364
-291.713
-142.695
-439.345
48.919
-304.526
-107.692
-483.318
43.501
-304.538
-107.635
-483.318
43.501
-305.909
-103.869
-487.283
42.928
-307.282
-100.093
-491.108
42.356
-308.655
-494.791
41.785
-310.027
-498.331
41.217
-310.065
-498.331
41.217
-325.572
-528.364
34.914
-341.207
-539.587
28.946
-356.984
-530.982
23.378
-372.921
-501.461
18.270
-371.956
-501.461
18.270
-365.909
-476.187
14.971
-360.632
-453.161
11.909
-356.091
-431.884
9.083
-352.248
-411.838
6.493
-351.493
-411.838
6.493
Trang 741.992
-336.857
-358.994
1.478
-331.786
-342.912
1.476
-331.806
-342.912
1.476
-326.550
-327.384
1.479
-321.216
-312.387
1.485
-315.757
-297.943
1.494
-310.125
-284.097
1.508
-310.174
-284.097
1.508
-304.411
-270.828
1.525
-298.508
-258.171
1.546
-292.473
-246.153
1.569
-286.312
-234.801
1.595
-286.295
-234.801
1.595
-279.957
-224.118
1.621
-273.469
-214.113
1.649
-266.836
-204.784
1.675
-260.063
-196.127
Trang 75m] m]
-253.069
-188.108
1.722
-245.928
-180.685
1.739
-238.639
-173.797
1.748
-231.219
-167.375
1.750
-231.198
-167.375
1.750
-223.535
-161.296
1.740
-215.725
-155.436
1.718
-207.814
-149.575
1.682
-199.847
-143.473
2.000
-199.968
-143.473
2.000
-191.458
-136.716
3.496
-183.249
-128.802
5.825
-175.784
-118.248
9.717
-169.511
-103.434
12.667
-170.003
-103.434
12.667
-164.192
-157.142
-149.020
-139.992
Trang 76-120.274
-109.867
-463.201
-539.587
Trang 77-184.082
8
-182.587
0
-181.084
4
-179.574
9
-179.575
9
-166.012
6
-105.043
-151.809
3
-113.504
-136.936
7
-122.026
-121.363
4
-122.016
-121.376
4
-130.548
-105.238
-122.797
154.167
-139.107
4
149.238
-179.024
-147.684
-6
210.398
Trang 78248.608
-156.275
1
187.799
-248.608
-164.884
-2
294.003
-173.504
-2
346.951
-182.195
2
206.507
-407.768
-190.926
-5
476.769
-190.922
-486.589
-201.255
476.769
-191.920
-483.016
-200.264
462.353
-192.920
-479.424
-199.188
448.044
-193.921
-475.813
-198.024
433.848
-194.923
-472.184
-196.769
419.772
-194.810
-472.061
-196.769
419.772
-197.227
-458.053
-191.977
365.700
-199.656
-444.034
-187.039
313.334
-202.086
-429.974
-181.985
262.700
-204.510
-415.844
-176.842
213.827
-204.177
-416.074
-176.842
213.827
-214.612
-379.674
-164.514
82.627
-227.468
-343.953
-158.105
73.052
Trang 79-301.977
64.735
-253.246
-274.825
-301.977
64.735
-266.067
-241.404
-392.614
59.687
-278.891
-207.841
-471.550
54.364
-291.713
-173.786
-538.598
48.919
-304.526
-138.889
-593.533
43.501
-304.538
-107.635
-593.533
43.501
-305.909
-103.869
-595.137
42.928
-307.282
-100.093
-596.589
42.356
-308.655
-597.877
41.785
-310.027
-598.989
41.217
-310.065
-598.989
41.217
-325.572
-601.702
34.914
-341.207
-586.298
28.946
-356.984
-553.299
23.378
-372.921
2
503.174
-18.270
-371.956
5
503.174
-18.270
-365.909
-11.909
Trang 809.083
-352.248
-411.838
6.493
-351.493
-411.838
6.493
-346.732
-393.325
4.132
-341.846
-375.753
1.992
-336.857
-358.994
1.478
-331.786
-342.912
1.476
-331.806
-342.912
1.476
-326.550
-327.384
1.479
-321.216
-312.387
1.485
-315.757
-297.943
1.494
-310.125
-284.097
1.508
-310.174
-284.097
1.508
-304.411
-270.828
1.525
-298.545
-258.171
1.546
-293.090
-246.153
1.569
-287.502
-234.801
1.595
-287.485
-234.801
1.595
-281.724
-224.118
1.621
Trang 81m] m]
-275.801
-214.113
1.649
-269.721
-204.784
1.675
-263.489
-196.127
1.700
-263.475
-196.127
1.700
-257.039
-188.108
1.722
-250.427
-180.685
1.739
-243.654
-173.797
1.748
-236.732
-167.375
1.750
-236.713
-167.375
1.750
-229.556
-161.296
1.740
-222.238
-155.436
1.718
-214.799
-149.575
1.682
-207.282
-143.473
2.000
-207.394
-143.473
2.000
-199.375
-136.716
3.496
-191.612
-128.802
5.825
-184.508
-118.248
9.717
-178.465
-103.434
12.667
-178.918
-103.434
12.667
Trang 82-159.452
-150.855
-150.881
-141.589
-131.697
-121.405
-110.911
-110.916
-486.589
-601.702
0.000
Trang 83Axial forces in beam (plate no: 1)
5
-184.082
8
-182.587
Trang 84-179.575
9
-166.012
6
-105.043
-151.809
3
-113.504
-136.936
7
-122.026
-121.363
4
-122.016
-121.376
4
-130.548
-105.238
-122.797
154.167
-139.107
-8
179.024
-147.684
-6
210.398
-156.274
1
187.799
-248.608
-156.275
-9
248.608
-164.884
6
199.492
-294.003
-173.504
-2
346.951
-182.195
2
206.507
-407.768
-190.926
-5
476.769
-190.922
-486.591
-201.255
476.769
-191.920
-483.017
-200.264
462.353
-192.920
-479.425
-199.188
448.044
Trang 85m] m]
-193.921
-475.814
-198.024
433.848
-194.923
-472.184
-196.769
419.772
-194.810
-472.062
-196.769
419.772
-197.227
-458.053
-191.977
365.700
-199.656
-444.034
-187.039
313.334
-202.086
-429.974
-181.985
262.700
-204.510
-415.844
-176.842
213.827
-204.177
-416.074
-176.842
213.827
-214.612
-379.674
-164.514
82.627
-227.468
-343.953
-158.105
73.052
-240.375
-309.013
-217.658
69.256
-253.227
-274.956
-301.977
64.735
-253.246
-274.825
-301.977
64.735
-266.067
-241.404
-392.614
59.687
-278.891
-207.841
-471.550
54.364
-291.713
-173.786
-538.598
48.919
-304.526
-138.891
-593.533
43.501
-304.538
-107.635
-593.533
43.501
-305.909
-103.869
-595.137
42.928
Trang 8641.785
-310.027
-598.989
41.217
-310.065
-598.989
41.217
-325.572
-601.702
34.914
-341.207
-586.298
28.946
-356.984
-553.299
23.378
-372.921
2
503.174
-18.270
-371.956
5
453.161
-11.909
-356.091
-431.884
9.083
-352.248
-411.838
6.493
-351.493
-411.838
6.493
-346.732
-393.325
4.132
-341.846
-375.753
1.992
-336.857
-358.994
1.478
-331.786
-342.912
1.476
-331.806
-342.912
Trang 87m] m]
-321.216
-312.387
1.485
-315.757
-297.943
1.494
-310.125
-284.097
1.508
-310.174
-284.097
1.508
-304.411
-270.828
1.525
-298.545
-258.171
1.546
-293.090
-246.153
1.569
-287.502
-234.801
1.595
-287.485
-234.801
1.595
-281.724
-224.118
1.621
-275.801
-214.113
1.649
-269.721
-204.784
1.675
-263.489
-196.127
1.700
-263.475
-196.127
1.700
-257.039
-188.108
1.722
-250.427
-180.685
1.739
-243.654
-173.797
1.748
-236.732
-167.375
1.750
-236.713
-167.375
1.750
Trang 881.740
-222.238
-155.436
1.718
-214.799
-149.575
1.682
-207.282
-143.473
2.000
-207.394
-143.473
2.000
-199.375
-136.716
3.496
-191.612
-128.802
5.825
-184.508
-118.248
9.717
-178.465
-103.434
12.667
-178.918
-103.434
12.667
-173.629
-167.091
-159.452
-150.855
-150.881
-141.589
-131.697
-121.405
-110.911
Trang 89m] m]
110.916
-486.591
-601.702
0.000
Trang 90y coor d
Fmax,com p|
| Fmax,ten s|
0
180.000
N/A
0
0.125
0
180.000
N/A
0
2.985
0
180.000
N/A
Table [27] Anchors phase no: 6
Ancho
d
y coor d
Fmax,com p|
| Fmax,ten s|
Table [28] Anchors phase no: 7
Ancho
d
y coor d
Fmax,com p|
| Fmax,ten s|
Table [29] Anchors phase no: 8
Ancho
r no.
coor d
y coor d
Fmax,com p|
| Fmax,ten s|
on
Le
Table [30] Anchors phase no: 9
Ancho
d
y coor d
Fmax,com p|
| Fmax,ten s|
0
180.000
N/A