 Wysłany: Pon 23:52, 10 Sty 2011 Temat postu: Pre-edge beam with a rectangular sheets of radiati |
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Pre-edge beam with a rectangular suspension roof of Zhang calculated the radiation ∞ ∞ ∞ ∞ 000 口 ∞ c. nc. c. 00000000000000000000 ● ● ● ● ● ● ● ● _ ● ● 00000000000 beetle 3g Chang Chang Pi beast beast beast beast beast A Huichang g ● ● ● ● ● ● ● ● ● ● ● 000000000000 ∞ ∞ ∞ c. 00 ∞ 0.0g Chang-2 device to send device Blake High g ∞ ∞ 0 ∞ ∞ o. ∞ ● ● _ ● ● ● ● ● ● ● ● 000 ∞ ∞ Nr ■ r ■ garlic American Zhai Xiao Xiao Lu Shan Road Chang-strider strider strider strider = ∞ N ∞ _ 【. 0. 0_ 【≈ q * Group 4 {Bian Yue Bo ● 1 Xuezheng Ting: Pre-sheets with rectangular boundary beam analysis and calculation of radiation suspension roof 0_-_-H ---- _ ------ ' - a __l, a ~ ~ r ... a ~---. . A - a 0 ∞ o. C'-, 1 ∞ In ∞ r-I r-I stars Ying Lan weighing 0. h. . ∞. Lei _0f} _ [. 0. Bu ... H. Lu N_ 【. ∞ ∞ _ [. ∞ 0_ [∞. h0lL ∞. N. c1 Qin. H0. BU 00 ∞. ∞ ∞ ∞ ∞. 0 ∞. N ∞. N_ 【. ∞ _ [. . _ [∞ _ _ 【【eleven ∞. ∞. _ [∞. H ∞. . 00N_ 【∞. f; ∞. 0. ∞ h. . 00_ [. h. _ [. Gan Xi 0. A lL. ∞. . . Device ~. . ∞. ∞ one. . ∞ ∞ _ 【. . _ [I h. . . =. ∞ ∞ NH one. . N_ 【. . ∞ _ [∞. ∞ _ [cellar. {I ∞ = 0. 【= _ 【. N. Bu Qu N0.0 ∞ 【J0N. Qu ∞ - Bow 0 ∞ ∞. ∞ 0h. E = BU _ [. ∞ 0. . ∞ ∞ 0. ∞ ∞ one. h-e = of a high thatch. g9. ∞ leap. I = a. ∞. . . Bu ∽ H:】. . . 【Beast ∞ ∞ j ~. Device. H ∞ r8 = ~. . Pole; = ~ ∞ _ 【~. Spanish fly. . . ∞. _ 【∞. N one. . Z)} N Wang secluded writing sparse group of cone 9 of Lanzhou Railway Volume 2. Japan Association of Steel Construction. Hanging structure. 19753. Building Research. House is too light structure suspended span Selected literature. China Industry Press,christian louboutin pas cher, 19594. Lu questioning. Suspension structure calculation. Building Industry Publishing House in the store, 1975G. King said Lu. Suspended structure theory of computation. Zhejiang Science and Technology Publishing House,belstaff italia,] 9816. Harbin Architectural Engineering. Span steel structure housing. China Building Industry Press, 1985 ■ TheoreticalAnalVSiSofPretensionedRadialCable-SuspendedRoofSystemwithRectangularEdge-Beam. XueZhengtingDept. 0fCivilFngineering) AbsttactThetheoreticalanalysisofpretensioneddouble-layerradialcable-suspendedroofsystemwithrectangularedge-beamismadeinthispaper. Byus-ingtheconditionsofeomPatibilityandequillbrium,belstaff uomo, governingequationsforthiscable-suspendedroofsystemareobtained. Inaddition, numericalexam-pieisgiven. ItiswelIknownthatgoverningequationsofcablesystemarenotamenabletoadireetsolutionmethodbecauseofnonl_mearcharaeteristies. Therefore, numericalinterativemethodhastobeusedintheexample. Vertialdeflectionoftensionringandthehorizontalcomponentsoftensionforcesinthecablesareobtained. Keyword0Icable-suspendedroof, deformationcompatibilitycondition,microsoft office 2010, equi-librjameonditiOn ● f |
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