Advances in Steel Structures - part 21 pdf

... one obtains the Galerkin equation fL(y)sin az dz=O 2H in which Eclc ~ . Kbq L(y)= EclcY'V + qz- Kb - Kb ~cI~ ) y + qY&apos ;-~ l~ ~(y- rl)dr Substituting Eqns. (3.24) and (3 .21) into Eqn. ... Shanmugam, N.E. (1998), Advanced inelastic analysis of thin-walled core-braced frames, Proc. of the 2nd International Conference on Thin-Walled Structures, Dec. 2-4 , 1998, Singa...

Ngày tải lên: 07/07/2014, 06:20

... column connection in steel and concrete construction function in a semi-rigid and partial strength fashion- with the ideals of pinned and rigid only occasionally being approached- early methods ... presented in a fashion suitable for direct use by designers in a forthcoming Steel Construction Institute Design Guide. KEY FEATURES OF THE WIND MOMENT METHOD The approach was orig...

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... BS595 0-1 990. Structural use of steel in buildings, British Standards Institution, London. Eurocode 3-1 992. ENV 199 3-1 -1 Design of steel structures- Partl.l: General rules and rules for buildings, ... *Plate bearing (+pin shear) was a secondary failure mode in the tests. Predicted Failure Pin shear* Pin shear Pin shear Plate bearing Pin shear Pin shear Plat...

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... for this inconsistency, "equivalent lengths" (for in- plane and out-of- plane bending) are determined for the yield lines such that the total amount of internal work involved in the ... cold-formed steel strips, FEA-pr and FEA-pr Finite Element Modelling of Double Bolted Connections 35 30 25 Z 9 -~ 20 "o m 15 O -J 10 5 0 J . oo ~ ;~ ~-& apos; /...

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... Sydney, 1996. 3. Eurocode 3: Design of steel structures: Part 1.3: General rules- Supplementary rules for cold-formed thin gauge members and sheeting, ENV 199 3-1 -3 , European Committee for Standardization. ... researchers in many areas of engineering and science. In the field of solid mechanics, finite element (FE) method is perhaps the one having the greatest impact. The m...

Ngày tải lên: 07/07/2014, 06:20

... connections, bolted joints INTRODUCTION Beam-to-column end plate connections have been used extensively in multi-storey construction for resisting moments from wind and gravitational loading. UK and ... stiffening in non-reversing or partially reversing moment connections. Figure l(a) shows a possible configuration for a non-reversing moment connection. Four threaded bar stiffeners a...

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... curves shown in Fig. 3 demonstrate that the shift in the line of action of the internal force caused by local buckling induces overall bending in a pin-ended channel but not in a fixed-ended channel. ... obtained during testing. The pin-ended bearings were designed to allow rotations about the minor axis while restraining major axis rotations as well as twist rotations and warping....

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... the two axial strain readings in the steel tube using the following equation: A6.EI e - [1] N.D where Ae = the difference in longitudinal strain recorded by the two strain gauges El =composite ... and ductility are increased. Concrete confinement can be obtained through placing hoop reinforcement or using steel casing. For concrete filled columns, although increase in th...

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... introduced to describe the cable. As shown in Figure 1, the shape functions in the natural coordinate system are given by 1(1_~2 ~2 _1 1 2 N 1 = 89 - ~- ) , N 2 = 1- ' N3 -2 (1 + ~ )- ... respect to ~. After substituting Eqns. 7 to 9 into Eqn. 2, integrating Eqn. 2 by parts, and considering the static equilibrium equation in the initial state, the governing mo...

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... 101 thin-walled member 881 thin-walled sections 983 thin-walled shell structure 639 thin-walled steel structure 63 thin-walled structure 209 three-dimensional analysis 513 three-dimensional ... crippling web plates of girders 1089 367 357 587 yield line yield line analysis 253 477 I 10 Keyword Index steel sheet joining 159 steel structure(s) 3, 25, 229, 277, 341,349, 35...

Ngày tải lên: 07/07/2014, 06:20