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1-4 of 4
Keywords: MESHES
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Journal Articles
Proceedings of the Institution of Civil Engineers - Structures and Buildings (1998) 128 (2): 211–218.
Published: 01 May 1998
.... the ground (note also the Top-hat units) through. 8. The top-hat, U and L units were cast hori- Reinforcing zontally and required inner shells. The braces 9. The 5 80 80 mm 316 stainless steel and supports for these had to be positioned to reinforcing mesh was centred in the 50 mm avoid all fabrication...
Journal Articles
Proceedings of the Institution of Civil Engineers - Structures and Buildings (1993) 99 (3): 303–316.
Published: 01 August 1993
... procedures forthe efficient large-displacementanalysis of steel frames in the elasto-plastic range. In this Paper, emphasis is given to the development and improvement of a plastic hinge approach using the concept of adaptive mesh refinement. In the companion paper, such a concept is discussed in the context...
Journal Articles
Proceedings of the Institution of Civil Engineers - Structures and Buildings (1993) 99 (3): 317–326.
Published: 01 August 1993
... MESHES REFINEMENT KINEMATICS STRESS STRAIN STEEL JACKETS THREE DIMENSIONAL EARTHQUAKES LOADING Adaptivsepacferamaenalysis Proc. lnstn Civ. Engrs Structs & Part 11: a distributed plasticity approach Bldgs, 1993.99, Aug.317-326 B. A . Izzuddin, MSC,PhD and A . S. Elnashai, MSC,PhD Structural...
Journal Articles
Proceedings of the Institution of Civil Engineers - Structures and Buildings (1992) 94 (3): 365–374.
Published: 01 August 1992
...F GONZALEZ VIDOSA; G F VIDOSA; M D KOTSOVOS; M N PAVLOVIC; L J PAKIANATHAN; D V PHILLIPS © Thomas Telford and ICE 1992 THREE DIMENSIONAL NON LINEAR FINITE ELEMENTS MODELS STRUCTURAL CONCRETE FAILURES MODELLING CRACKS CRACKING MESHES Threeldimensional nonllinear...
