1、附錄（3）夷陵長江大橋鋼絞線安裝SSI.EXE計算結果與實際結果對照表邊塔邊跨側SC8索參數值鋼絞線編號(NO.)實際安裝拉力(Kg) 理論計算拉力(Kg)相對誤差(%)PX1=263691.0PY1=12541.6PX2=269591.0PY2=6990.2ND=236110.0M=34DELT=0.0Q1=0.0126Q2=0.0361EXX=1900000.0A=1.5217350.07286.3 0.8727242.0 7181.70.8437188.07155.7 0.4547188.0 7144.70.6157160.07138.7 0.3067160.07134.9 0.3577

2、160.07132.40.3987160.07130.6 0.4197160.07129.2 0.43107160.07128.2 0.45117160.07127.3 0.46127160.07126.6 0.47137160.07126.0 0.48147160.07125.5 0.48157160.07125.1 0.49167160.07124.7 0.49177160.07124.4 0.50187160.07124.1 0.50197160.07123.9 0.51207160.07123.7 0.51217160.07123.5 0.51227160.07123.30.52237

3、160.07123.10.52247160.07123.0 0.52257160.07122.8 0.52267160.07122.7 0.52277160.07122.6 0.52287160.07122.50.52297160.07122.4 0.53307160.07122.3 0.53317133.07122.2 0.15327133.07122.1 0.15337133.07122.00.16347133.07121.8 0.16邊塔中跨側SC8索參數值鋼絞線編號(NO.)實際安裝拉力(Kg)理論計算拉力(Kg)相對誤差(%)PX1=263375.0PY1=12570.5PX2=25

4、6583.0PY2=7241.9ND=224750.0M=31DELT=20.1639Q1=0.0126Q2=0.0276EXX=1900000.0A=1.52111269.0 11403.6 -1.19211022.011169.2 -1.344310830.010968.6 -1.28410638.010779.6 -1.33510473.010598.5 -1.20 610308.010424.1 -1.13710144.010255.8 -1.1089979.010093.2 -1.1499842.09935.8 -0.95109677.09783.5 -1.10119540.0963

5、5.8 -1.00129430.09492.8 -0.67139293.09354.0 -0.66149156.09219.3 -0.69159019.09088.6 -0.77168909.08961.6 -0.59178799.08838.2 -0.45188689.08718.3 -0.37198580.08601.6 -0.25208470.08488.1 -0.21218360.08377.7 -0.21228250.08270.2 -0.24238140.08165.4 -0.31248058.08063.4 -0.67257948.07964.0 -0.20267866.0786

6、7.0 -0.01277784.07772.5 0.15287701.07680.2 0.27297592.07590.2 0.02307509.07502.40.09317427.07416.6 0.14邊塔中跨側SC9索參數值鋼絞線編號(NO.)實際安裝拉力(Kg)理論計算拉力(Kg)相對誤差(%)PX1=263376.0PY1=12740.6PX2=255785.0PY2=7256.1ND=237920.0M=31DELT=22.1515Q1=0.0126Q2=0.0276EXX=1900000.0A=1.52111449.011675.8 -1.98211232.011447.8 -1

7、.92311042.011257.9 -1.96410879.011079.6 -1.84510716.010908.7 -1.80610553.010743.8 -1.81710418.010584.3 -1.60810255.010429.8 -1.70910119.010279.9 -1.59109983.010134.5 -1.52119848.09993.3 -1.47129739.09856.0 -1.20139603.09722.7 -1.25149495.09592.9 -1.03159359.09466.7 -1.15169250.09343.9 -1.01179142.09

8、224.3 -0.90189033.09107.8 -0.83198925.08994.2 -0.78208843.08883.6 -0.46218735.08775.7 -0.47228626.08670.5 -0.52238518.08567.8 -0.58248436.08467.6 -0.37258355.08369.8 -0.18268273.08274.3 -0.02278165.08181.0 -0.20288083.08089.8 -0.08298002.08000.7 0.02307920.07913.6 0.09317839.07828.4 0.14邊塔中跨側SC10索參數

9、值鋼絞線編號(NO.)實際安裝拉力(Kg)理論計算拉力(Kg)相對誤差(%)PX1=263377.0PY1=12908.8PX2=254986.0PY2=7269.6ND=250210.0M=31DELT=24.6678Q1=0.0126Q2=0.0276EXX=1900000.0A=1.52111780.012006.7-1.92211560.011778.9 -1.89311367.011593.6 -1.99411201.011420.4 -1.96511064.011254.3 -1.72610898.011094.0 -1.80710761.010938.7 -1.65810623.

10、010788.1 -1.55910485.010641.8 -1.501010347.010499.6 -1.471110237.010361.3 -1.211210099.010226.7 -1.26139989.010095.7 -1.07149851.09968.0 -1.19159741.09843.7 -1.05169631.09722.5 -0.95179521.09604.4 -0.88189410.09489.1 -0.84199300.09376.7 -0.82209217.09267.0 -0.54219107.09159.8 -0.58228997.09055.2 -0.

11、65238914.08953.0 -0.44248832.08853.2 -0.24258721.08755.6 -0.40268639.08660.2 -0.25278556.08566.9 -0.13288473.08475.7 -0.03297391.08386.4 0.05307308.08299.1 0.11318225.08213.5 0.14中塔MC1索參數值鋼絞線編號(NO.)實際安裝拉力(Kg)理論計算拉力(Kg)相對誤差(%)PX1=228897.0PY1=11487.1PX2=230178.0PY2=7389.7ND=198200.0M=27DELT=0.6315Q1=0

12、.0126Q2=0.0276EXX=1900000.0A=1.5218124.08071.1 0.6528097.08052.6 0.5538069.08036.30.4148041.08020.40.2658041.08004.70.4568014.07989.1 0.3177986.07973.6 0.1687986.07958.2 0.3597958.07942.8 0.19107958.07927.6 0.38117930.07912.4 0.22127930.07897.2 0.41137903.07882.1 0.36147903.07867.1 0.45157875.07852.

13、2 0.29167847.07837.3 0.12177847.07822.5 0.31187847.07807.7 0.16197820.07793.00.35207792.07778.3 0.18217792.07763.7 0.36227792.07749.2 0.55237764.07734.70.38247736.07720.30.20257736.07705.90.39267709.07691.60.23277709.07677.10.41中塔MC5索參數值鋼絞線編號(NO.)實際安裝拉力(Kg)理論計算拉力(Kg)相對誤差(%)PX1=228965.0.0PY1=112592.4

14、PX2=233383.0PY2=7423.5ND=108440.0M=27DELT=5.3714Q1=0.0126Q2=0.0276EXX=1900000.0A=1.5215991.05928.8 1.0425825.05788.8 0.6235714.05691.80.3945631.05604.90.4655548.05523.00.4565464.05444.50.3675409.05368.9 0.7485326.05295.7 0.5795243.05224.8 0.35105187.05156.0 0.60115104.05089.10.29125049.05024.10.4913

15、4993.04960.9 0.64144938.04899.4 0.78154855.04839.50.32164827.04781.10.95174744.04724.2 0.42184716.04668.8 1.00194633.04614.7 0.39204605.04562.00.93214550.04510.5 0.87224495.04460.20.73234439.04411.2 0.63244411.04363.3 1.08254356.04316.50.91264301.04270.70.70274273.04226.0 1.10中塔-MC10索參數值鋼絞線編號(NO.)實際

16、安裝拉力(Kg) 理論計算拉力(Kg)相對誤差(%)PX1=228963.0PY1=13650.4PX2=237385.0PY2=7431.3ND=232610.0M=34DELT=18.2328Q1=0.0126Q2=0.0361EXX=1900000.0A=1.5219900.09975.2 -0.7629651.09745.7 -0.9839513.09602.2 -0.9449375.09477.0 -1.0859264.09359.5 -1.0369153.09247.1 -1.0379043.09138.4 -1.0588960.09032.8 -0.8198849.08930.1

17、 -0.91108739.08830.0 -1.04118656.08732.3 -0.88128573.08636.9 -0.75138490.08543.8 -0.63148379.08452.7 -0.88158296.08363.6 -0.82168241.08276.6 -0.43178158.08191.3 -0.41188075.08107.9 -0.41197992.0 8026.3 -0.43207909.07946.3 -0.47217826.07868.0 -0.54227771.07791.2 -0.26237688.07716.0 -0.36247633.07642.

18、3 -0.12257550.07570.1 -0.27267495.07499.2 -0.06277412.07429.7 -0.24287356.07361.5-0.08297301.07294.6 0.09307218.07229.0 -0.15317163.07164.6 -0.02327108.07101.30.09337052.07039.20.18346997.06978.20.27中塔-MC15索參數值鋼絞線編號(NO.)實際安裝拉力(Kg) 理論計算拉力(Kg)相對誤差(%)PX1=228960.0PY1=14607.0PX2=241389.0PY2=7415.6ND=2799

19、60.0M=37DELT=26.8282Q1=0.0126Q2=0.0361EXX=1900000.0A=1.52110459.010540.9 -0.78210129.010239.5-1.0939991.010094.9 -1.0449881.09981.9-1.0259771.09880.8 -1.1269688.09785.9 -1.0179606.09695.0 -0.9389523.09607.0 -0.8899440.09521.4 -0.86109328.09437.8 -0.85119257.09356.2 -0.87129193.09276.1 -0.90139137.09

20、197.7-0.66149055.09120.8 -0.73158972.09045.3 -0.82168917.08971.1 -0.61178834.08898.3 -0.73188779.08826.7 -0.54198697.08756.4 -0.69208642.08687.2 -0.52218587.08619.2 -0.38228532.08552.3 -0.24238449.08486.5 -0.44248394.08421.8 -0.33258339.08358.1 -0.23268284.08295.4 -0.14278201.08233.7 -0.40288174.081

21、72.9 0.01298091.08113.1 -0.27308036.08054.2 -0.26317981.07996.1-0.19327926.07939.0 -0.16337871.07882.7 -0.15347843.07827.2 0.20357788.07772.5 0.19367733.07718.7 0.19377678.07665.6 0.16中塔MC23索參數值鋼絞線編號(NO.)實際安裝拉力(Kg) 理論計算拉力(Kg)相對誤差(%)PX1=228957.0PY1=16086.6PX2=247792.0PY2=7367.3ND=325440.0M=47DELT=40.3742Q1=0.0126Q2=0.0458EXX=1900000.0A=1.52110173.010189.5 -0.1629432.09510.8 -0.8439176.09269.8 -1.0249033.09129.6 -1.0658919.09026.4 -1.2068834.08940.6 -1.2178777.08864.4 -1.0088691.08794.3 -1.1998635.08728.2 -1.08108577.08665.1 -1.03118520.08