- Investigation of Geometric Imperfections of Support Scaffold Systems
- T. Chandrangsu ; K.J.R. Rasmussen
- Research Report No R895. School of Civil Engineering, The University of Sydney, Australia
- Book Title / Journal:
- Year: 2009 , Volume: , Series:
- Other Structural
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- Structural Modelling of Support Scaffold Systems
- T. Chandrangsu ; K.J.R. Rasmussen
- Research Report No R896. School of Civil Engineering, The University of Sydney, Australia
- Book Title / Journal:
- Year: 2009 , Volume: , Series:
- Other Structural
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- Experimental Test on Steel Storage Rack Components
- B.P. Gilbert ; K.J.R. Rasmussen
- Research Report No R899. School of Civil Engineering, The University of Sydney, Australia
- Book Title / Journal:
- Year: 2009 , Volume: , Series:
- Other Structural
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- Stiffness Tests, Failure Tests and Load Transfer in Steel Drive-In Storage Racks
- B.P. Gilbert ; K.J.R. Rasmussen
- Research Report No R900. School of Civil Engineering, The University of Sydney, Australia
- Book Title / Journal:
- Year: 2009 , Volume: , Series:
- Other Structural
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- Finite Element Modelling of Steel Drive-In Rack Structures
- B.P. Gilbert ; K.J.R. Rasmussen
- Research Report No R901. School of Civil Engineering, The University of Sydney, Australia
- Book Title / Journal:
- Year: 2009 , Volume: , Series:
- Other Structural
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- Determination of Accidental Forklift Truck Impact Forces on Drive-In Steel Rack Structures
- B.P. Gilbert ; K.J.R. Rasmussen
- Research Report No R902. School of Civil Engineering, The University of Sydney, Australia
- Book Title / Journal:
- Year: 2009 , Volume: , Series:
- Other Structural
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- Impact Tests and Parametric Impact Studies on Drive-In Steel Storage Racks
- B.P. Gilbert ; K.J.R. Rasmussen ; H. Zhang
- Research Report No R903. School of Civil Engineering, The University of Sydney, Australia
- Book Title / Journal:
- Year: 2009 , Volume: , Series:
- Other Structural
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- Review of Past Research on Scaffold Systems
- T. Chandrangsu ; K.J.R. Rasmussen
- Research Report No R905. School of Civil Engineering, The University of Sydney, Australia
- Book Title / Journal:
- Year: 2009 , Volume: , Series:
- Other Structural
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- Design of Steel Plate Shear Walls Considering Boundary Frame Moment Resisting Action
- B. Qu ; M. Bruneau
- Journal of Structural Engineering, Vol. 135, No. 12, pp. 1511-1521. ASCE
- Book Title / Journal:
- Year: 2009 , Volume: , Series:
- Structure types ; Steel structures
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- Seismic Design of Steel Special Moment Frames: A Guide for Practicing Engineers
- R.O. Hamburger ; H. Krawinkler ; J.O. Malley ; S.M. Adan
- NIST GCR 09-917-3. NEHRP Seismic Design Technical Brief No. 2. National Institute of Standards and Technology
- Book Title / Journal:
- Year: 2009 , Volume: , Series:
- Structure types ; Steel structures
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- Distortional Buckling of Overhanging Monorails
- N.S. Trahair
- Research Report No R906. School of Civil Engineering, The University of Sydney
- Book Title / Journal:
- Year: 2009 , Volume: , Series:
- Structure types ; Steel structures
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- Inherent Strength-based Approach for Collapse Seismic Assessment of Low-rise Masonry Buildings
- R.K.L. Su ; K.J.H. Zhou
- 2009 NZSEE Conference, Paper No. 35
- Book Title / Journal:
- Year: 2009 , Volume: , Series:
- Earthquake engineering
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- Seismic Behavior of Bidirectional-resistant Ductile End Diaphragms with Buckling Restrained Braces in Straight Steel Bridges
- O.C. Celik ; M. Bruneau
- Engineering Structures, Vol.31, No.2, pp.380-393. Elsevier Ltd
- Book Title / Journal:
- Year: 2009 , Volume: , Series:
- Earthquake engineering
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- A metric approach to plasticity via Hamilton-Jacobi equation
- F. Auricchio ; E. Bonetti ; A. Marigonda
- Book Title / Journal: Mathematical Models and Methods in Applied Sciences
- Year: 2009 , Volume: 20 , Series:
- Structural Analysis
- Keywords: plasticity models ; dissipative metric ; energetic formulation
- Description
- Thermodynamical consistency of plasticity models is usually written in terms of the so-called \maximum dissipation principle". In this paper, we discuss constitutive relations for dissipative materials writ-
ten through suitable generalized gradients of a (possibly non-convex) metric. This new framework allows us to generalize the classical results
providing an interpretation of the yield function in terms of Hamilton-Jacobi Equations theory.
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- Comparison of Structural Design Actions Part 4: Earthquake Actions in Australia AS1170.4 - 1993 & 2007
- D.G. Hegarty
- Research Report No R897. School of Civil Engineering, The University of Sydney
- Book Title / Journal:
- Year: 2009 , Volume: , Series:
- Earthquake engineering
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