Marine Structural Design Episode 6 doc

... operating point 0.7 tesla at 66 6 Hz, 8 poles, 380 V, 103 A, efficiency 0.97, power factor 1; winding resistance 0.015 Ω L/L, winding inductance 300 mH L/L; iron loss 1.5 kW at 66 6 Hz, core Transil 270 ... metres/sec. So we have: SPEED (MPH) 10 20 30 40 50 60 70 80 (m/sec) 4.5 8.9 13.4 17.8 22.3 26. 7 31.2 35 .6 KE (kilojoules) 12.5 49.5 111 198 309 4 46 607 792 What this illustrates is...

Ngày tải lên: 13/08/2014, 16:21

... 2 56 171 128 102 85 64 43 288 192 144 115 96 72 48 320 213 160 128 107 80 53 384 2 56 192 154 128 96 64 4 16 277 2 06 166 139 104 69 Most failures with the slender columns occur ... 0.047 0. 062 5 0.078 0.083 0.125 0.1875 1 .o 1.5 1.75 2.0 2.25 2.5 3.0 3.25 128 85 64 51 43 32 21 192 128 96 77 64 48 32 224 149 112 90 75 56 37 2 56 171 128...

Ngày tải lên: 13/08/2014, 17:20

Ngày tải lên: 13/08/2014, 05:20

... 100 6. 1.5 Codes and Standards 101 6. 1 .6 Other Technical Documents 102 6. 2 Project Planning 102 6. 2.1 General 102 6. 2.2 Design Basis 103 6. 2.3 Design Brief 105 6. 3 ... 97 CHAPTER 6 OFFSHORE STRUCTURAL ANALYSIS 99 6 .I Introduction 99 6. 1 . 1 General 99 6. 1.2 Design Codes 99 6. 1.3 Government Requirements 100 6....

Ngày tải lên: 14/03/2014, 16:20

... elaborate description of the failure mechanisms in concrete on different scales, see [542, 4 06, 142, 540, 180, 4 06] . 3.1.1.1.1 Fracture Mechanism of Concrete Subjected to Uniaxial Compression Loading The ... element tests presented in Section 3.2.2 and also by parametric studies outlined in Section 4 .6. 6 the amount of resid- ual settlement depends on the loading of the foundation (average...

Ngày tải lên: 01/07/2014, 10:43

... emission total event counts during fatigue - plain specimen 0 1e+ 06 2e+ 06 3e+ 06 4e+ 06 5e+ 06 6e+ 06 7e+ 06 8e+ 06 9e+ 06 1e+07 1.1e+07 0 50000 100000 150000 200000 Total Event Counts Cycles ... 1991, Gaede 1 962 , Galloway 1979, Graf 19 36, Gray 1 961 , Holmen 1979, Kessler 1958, Kim 19 96, Oh 1991, Ople 1 966 , Weigler 1981, Williams 1943 (783 tests) 2 46 log N f - /fs max...

Ngày tải lên: 01/07/2014, 10:43

... Consequently, only a brief sum- mary of textbooks [832, 817, 224, 67 3, 855] and papers [91, 219, 222, 220, 221, 303, 304, 438, 65 5, 65 6, 67 7, 67 8, 67 9, 719, 829] is given. As a basis of arc-length methods ... Implementation Eff u,θ TH Eff u struc p Eff u struc , Eff u,θ TH 65 432 0.4 0.3 0.2 0.1 Eff u,θ TH Eff u struc p Eff u struc , Eff u,θ TH 65 432 0.5 0.4 0.3 0.2 0.1 p s =3 p s =2 p...

Ngày tải lên: 01/07/2014, 10:43

... 0.0705 965 0.140544 E2: 0.00 064 860 3 0.0705 965 0.140544 E2: 0.00 064 860 3 0.0705 965 0.140544 E2: 0.00 064 860 3 0.0705 965 0.140544 Fig. 4. 36. Beam 2: Different states of mesh refinement (Q1SPs/o, 16 El.), ... Ψ  i  N i Ψ  = Ψ, (4.1 46) 4.2 Numerical Methods 463 1 2 3 4 5 6 0.2 0.4 0 .6 0.8 1 1 2 3 4 5 6 0.2 0.4 0 .6 0.8 1 1 2 3 4 5 6 0.2 0.4 0 .6 0.8 1 1 2 3 4 5 6 0.2 0....

Ngày tải lên: 01/07/2014, 10:43

... compatibility condition (4. 266 b) has to be transformed into generalised coordinates d C q q = 0 (4. 268 ) and is split d  C dd C de  q ⎡ ⎢ ⎣ q d q e ⎤ ⎥ ⎦ = 0 (4. 269 ) 4.2 Numerical Methods 505 system-theoretical ... λ c (4. 263 ) since the interface area is of identical size. In the field of contact simulations λ c is named contact pressure. If equation (4. 263 ) is inserted into the str...

Ngày tải lên: 01/07/2014, 10:43

... [K -1 ] ln (R) 6. 6 cm 11.11. 6. 6 cm 26. 11. 6. 6 cm 02.12. 6. 6 cm 20.02. 6. 6 cm 22.03. T >0 o CT <0 o C Fig. 2.83. Exemplary illustration of the change in resistance at depth level 6. 6 cm in the ... (Giga-Liners) 1,475 5,10 m 1,35 4 ,65 1,35 5, 965 m 1, 36 1, 36 2 ,64 1,475 3,215 1, 36 5, 965 m 1, 36 6,27 m 1, 36 2,88 1, 36 25,25 m 57 kN 74 kN 74 kN 65 kN 65 kN 65 k...

Ngày tải lên: 01/07/2014, 11:20