Basic Theory of Plates and Elastic Stability - Part 1 doc
Basic Theory of Plates and Elastic Stability - Part 1 doc
... (1. 29)c 19 99 by CRC Press LLCBasicTheoryofPlatesandElastic Stability EikiYamaguchiDepartmentofCivilEngineering,KyushuInstituteofTechnology,Kitakyusha,Japan 1. 1 Introduction 1. 2 Plates BasicAssumptions•GoverningEquations•BoundaryCon-ditions•CircularPlate•ExamplesofBendingProblems 1. 3 ... S.P. and Woinowsky-Krieger, S. 19 59. Theory of Plates and Shells, 2nd ed.,McGraw-Hill, NY.[5] Timoshenko, S.P. and Gere, J.M. 19 61. Theory of Elastic Stability, 2nd ed., McGraw-Hill, NY.c 19 99 ... 19 76. Theory of Beam-Columns, vol. 1: In-Plane Behavior and Design, and vol. 2: Space Behavior and Design, McGraw-Hill, NY.[3] Thompson, J.M.T. and Hunt, G.W. 19 73.A General Theory of Elastic Stability, ...
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Basic Theory of Plates and Elastic Stability - Part 27 docx
... LLCPassiveEnergyDissipationandActiveControlT.T.SoongandG.F.DargushDepartmentofCivilEngineering,StateUniversityofNewYorkatBuffalo,Buffalo,NY27.1Introduction27.2BasicPrinciplesandMethodsofAnalysisSingle-Degree -of- FreedomStructuralSystems•Multi-Degree -of- FreedomStructuralSystems•EnergyFormulations•Energy-BasedDesign27.3RecentDevelopmentandApplicationsPassiveEnergyDissipation•ActiveControl27.4CodeDevelopment27.5ConcludingRemarksReferences27 .1 ... 32 2-3 38. [12 ] ENR. 19 71. Tower Cables Handle Wind, Water Tank Dampens It,Eng. News-Record, p.23, Dec.9. [13 ] ENR. 19 75. Hancock Tower Now to Get Dampers,Eng. News-Record, p .11 , October 30. [14 ] ... 5(2), 38 3-3 91. [16 ] Fujino, Y. 19 94. Recent Research and Developments on Control of Bridges under Wind and Traffic Excitations in Japan,Proc. Int. Workshop on Struct. Control, pp. 14 4 -1 50. [17 ] Fujita,...
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Basic Theory of Plates and Elastic Stability - Part 22 doc
... 22 .11 illustrates the application of this procedure.22.3 .10 Weld Size for Longitudinal WeldsLongitudinal welds include the web-to-flange welds on I-shaped girders and the welds on the corners of ... the need for a 1- in. throat size. If a single fillet weld is to be used,a throat of 1 in. would necessitate a leg size of 1. 4 in., shown in Figure 22.9. For double-sided fillets,c 19 99 by CRC ... multiple passes are required, and the spirit of therequirement is invalidated. For this reason, the largest minimum fillet weld in Table 5.8 of the AWSD1. 1- 9 6 code [9] is 5 /16 -in. However, even this...
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Basic Theory of Plates and Elastic Stability - Part 20 docx
... bringthe guide strands to the center -of- gravity position in each span was found to be 15 /16 in. (24 mm)for the main span, 2 -1 /16 in. (52 mm) for the side spans, and 2 -1 /16 in. (52 mm) for the ... means of a sag survey of thefirst-erected cable wires or strands, using surveying instruments and target rods. However, on firstChesapeake, with its 16 00-ft (488-m) main span, 6 6 1- ft (2 0 1- m) side ... (328 × 492 ft) in plan and 37 m (12 1 ft) high with a 10 -m(33-ft) deep space-frame roof. Each building contained about 2300 tons of structural steelwork. Thedesign -and- construct steelwork contractor...
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Basic Theory of Plates and Elastic Stability - Part 19 doc
... 19 99PlateandBoxGirdersMohamedElgaalyDepartmentofCivil&ArchitecturalEngineering,DrexelUniversity,Philadelphia,PA 19 .1Introduction 19 .2StabilityoftheCompressionFlangeVerticalBuckling•LateralBuckling•TorsionalBuckling•CompressionFlangeofaBoxGirder 19 .3WebBucklingDuetoIn-PlaneBending 19 .4NominalMomentStrength 19 .5WebLongitudinalStiffenersforBendingDesign 19 .6UltimateShearCapacityoftheWeb 19 .7WebStiffenersforShearDesign 19 .8Flexure-ShearInteraction 19 .9SteelPlateShearWalls 19 .10 In-PlaneCompressiveEdgeLoading 19 .11 EccentricEdgeLoading 19 .12 Load-BearingStiffeners 19 .13 WebOpenings 19 .14 GirderswithCorrugatedWebs 19 .15 DefiningTermsReferences 19 .1 ... Publ. No.44, TWG 8.3, 11 0 -1 12 . [10 ] Elgaaly, M. 19 83. Web Design Under Compressive Edge Loads,AISC Eng. J., Fourth Quarter. [11 ] Elgaaly, M. and Nunan W. 19 89. Behavior of Rolled Sections Webs ... equations:σy1= (0.423 +0. 816 be/L)σy (19 .35)wherebe= 14 .6π2E /12 (1 −ν2)τy0.5t (19 .36)L = length of the stript = thickness of the plate and E2=(σy2− σy1)(3 − σy1)/σy2(2...
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Basic Theory of Plates and Elastic Stability - Part 11 doc
... and γ ≥ 0 .11 (11 .8c)Fba= (1. 4 −2.9γ)FyFSforDot< 10 0 and γ<0 .11 (11 .8d)where Fxais the smaller of the values given by E quations 11 .3 and 11 .4 and γ =FyDoEt. 11 .2.3 External ... the smaller of Equation 11 .3 or 11 .4, and Fha· FS is given by Equation 11 .10 .Fhxa=FxhaC2 (11 .29)For 0 .15 <λc< 1. 2Fxhais the smaller of Fah1 and Fah2where Fah1= Fxhagiven ... forfaKsFca< 0.2 (11 . 41) Fcais given by Equation 11 .7, Fbais given by Equation 11 . 31, and Ksis given by Equation 11 .36.See Equation 11 .38 for definition of . 11 .5 Tolerances for Cylindrical and Conical...
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Basic Theory of Plates and Elastic Stability - Part 31 pdf
... Columns / 10 2Column Base Plate Design / 11 1American Institute of Steel Construction Allowable-Stress Design Approach / 11 3Composite Columns / 11 5 Elastic Flexural Buckling of Columns / 11 8Allowable ... Concrete / 14 8Water/Cementitious Materials Ratio / 14 8Job Mix Concrete Volume / 14 9Modulus of Elasticity of Concrete / 15 0Tensile Strength of Concrete / 15 1Reinforcing Steel / 15 1Continuous ... 13 4Groups of Piles / 13 6Foundation -Stability Analysis / 13 9Axial-Load Capacity of Single Piles / 14 3Shaft Settlement / 14 4Shaft Resistance to Cohesionless Soil / 14 5Chapter 5. Concrete Formulas 14 7Reinforced...
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Basic Theory of Plates and Elastic Stability - Part 30 ppsx
... lengths of 45 m, 75 m (between Pier 14 9 and 15 0), and 45 m. Pier 14 9 is a 10 -m tall × 3.5-m square, reinforced-concrete, single-column bent supportedon a 12 -m square pile cap. Pier 15 0 is a 9 . 1- m ... transversehinges located in spans 6, 11 , and 17 on the right bridge and in spans 6, 11 , and 16 on the left bridge(they are both 2 1- span structures). Each bent was composed of four 14 ″-diameter concrete piles ... 90 10 0 11 0 12 0Approximate Upper Deck Profile_______Collapsed________Collapsed_Approximate Lower Deck ProfileW. Grand Ave.7th 10 th 14 th 16 th20th26th32ndAverage piletip depth 18 0+00...
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Basic Theory of Plates and Elastic Stability - Part 29 pot
... al. 19 84. Canadian Implementation of CIDECT Monograph 6, IIW Doc. XV-E-8 4-0 72. [11 ] Paul, J.C. 19 92. The Ultimate Behavior of Multiplanar TT- and KK-Joints Made of CircularHollow Sections, Ph.D. ... thicknessIn AWS D1 .1 [1] , the term “T-, Y-, and K-connection” is used generically to describe simplestructural connections or nodes, as opposed to co-axial butt and lap joints. A letter of the alphabet(T, ... shear) 2.40 .1. 1General collapse 2.40 .1. 2Unzipping (progressive weld failure) 2.40 .1. 3Materials problems(fracture and delamination) 2.42, C4 .12 .4.4, and 2 .1. 3Fatigue 2.36.629.5 .1 Local FailureAWS...
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Basic Theory of Plates and Elastic Stability - Part 28 pptx
... program sizes of DATAGEN, INPUT, and PAAPare 8 kB, 9 kB, and 94 kB, respectively. The total size of the three programs is small, 11 1 kB (= 0 .11 1MB), and so a 3.5-in. high-density diskette (1. 44 MB) ... log 10 θo< −2.582Top- and seat-angle connection 2.003 log 10 θo+ 6.070 for log 10 θo> −2.8800.302 for log 10 θo< −2.880Top- and seat-angle connection with double 1. 398log 10 θo+ ... thickness of web angleka= k value of web anglega= gauge of web angleNote: (1) Top- and seat-angle connections need lines 1 and 2 for input data, and top and seat anglewith web-angle connections...
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