- A practical equation for elastic modulus of concrete
- T. Noguchi ; F. Tomosawa ; B.M. Chiaia ; A.P. Fantilli ; K.M. Nemati
- ACI Structural Journal, Vol. 106, No. 5, pages 690-696.
- Book Title / Journal:
- Year: 2009 , Volume: , Series:
- Structure types ; Concrete structures
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- Headed steel stud anchors in composite structures: part II - tension and interaction.
- L. Pallarés ; J.F. Hajjar
- Newmark Structural Engineering Laboratory Report Series 014, Newmark Structural Engineering Laboratory, University of Illinois at Urbana-Champaign.
- Book Title / Journal:
- Year: 2009 , Volume: , Series:
- Structure types ; Composite structures
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- Headed steel stud anchors in composite structures: part I - shear.
- L. Pallarés ; J.F. Hajjar
- Newmark Structural Engineering Laboratory Report Series 013, Newmark Structural Engineering Laboratory, University of Illinois at Urbana-Champaign.
- Book Title / Journal:
- Year: 2009 , Volume: , Series:
- Structure types ; Composite structures
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- Static‐cyclic shear tests on masonry wallettes with a damp‐proof course membrane
- N. Mojsilovic ; G. Simundic ; A. Page
- Book Title / Journal: Zurich
- Year: 2009 , Volume: , Series:
- Structure types ; Masonry Structures
- Description
- A joint research project by the University of Newcastle and the ETH Zurich on the structural
behaviour of unreinforced masonry elements subjected to cyclic shear is underway at the University
of Newcastle. The main goal of the research project is to investigate the influence of a damp‐proof
course (DPC) on the structural behaviour of masonry walls subjected to shear when the DPC is placed
in the bed joint or at the interface of the masonry and its supporting concrete slab.
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- A comparative study on compressive behavior of H.S. steel vs. FRP confined concrete.
- H. Moghaddam ; M. Samadi
- 3rd International Conference on Concrete & Development, Tehran, Iran, Paper CD04-010, pages 679-689.
- Book Title / Journal:
- Year: 2009 , Volume: , Series:
- Structure types ; Concrete structures
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- SCC containing pozzolanic materials as filler replacement at elevated temperatures.
- A. A. Ramezanianpour ; R. Esmaili
- 3rd International Conference on Concrete & Development, Tehran, Iran, Paper CD05-002, pages 743-751.
- Book Title / Journal:
- Year: 2009 , Volume: , Series:
- Structure types ; Concrete structures
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- Historic industrial arched R.C. structures: Investigation and modelling.
- S. Antoniou
- M. Sc Thesis, Advanced Masters in Structural Analysis of Monuments and Historical Constructions, University of Padova.
- Book Title / Journal:
- Year: 2009 , Volume: , Series:
- Structure types ; Concrete structures
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- A study on bonding strength of polymeric fibers to cementitious matrix
- H. Pakravan ; M. Jamshidi ; M. Latifi
- 3rd International Conference on Concrete & Development, Tehran, Iran, Paper CD01-006, pages 149-158
- Book Title / Journal:
- Year: 2009 , Volume: , Series:
- Structure types ; Concrete structures
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- Seismic damage analysis including inelastic shear-flexure interaction
- P. Mergos ; A. Kappos
- Book Title / Journal: Bulletin of Earthquake Engineering
- Year: 2009 , Volume: 8 , Series:
- Structure types ; Concrete structures
- Description
- The paper focusses on seismic damage analysis of reinforced concrete (R/C) members, accounting for shear-flexure interaction in the inelastic range. A finite element of the beam-column type for the seismic analysis of R/C structures is first briefly described. The analytical model consists of two distributed flexibility sub-elements which interact throughout the analysis to simulate inelastic flexural and shear response. The finite element accounts for shear strength degradation with inelastic curvature demand, as well as coupling between inelastic flexural and shear deformations after flexural yielding. Based on this model, a seismic damage index is proposed taking into account both inelastic flexural and shear deformations, as well as their interaction. The finite element and the seismic damage index are used to analyse the response of R/C columns tested under cyclic loading and failing either in shear or in flexure. It is shown that the analytical model and damage index can predict and describe well the hysteretic response of R/C
columns with different types of failure.
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- Proceedings of the Getty seismic adobe project 2006 Colloquium
- M. Hardy ; C. Cancino ; D. Ostergram
- The Getty Conservation Institute
- Book Title / Journal:
- Year: 2009 , Volume: , Series:
- Structure types ; Masonry Structures
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- Mix design of structural self-compacting concrete using void-bulk density method
- A. Zekavati ; H. Afshin ; N. Abdizadeh
- The Third International Conference on Concrete and Development, Tehran, Iran, paper CD07-002, pages 999-1009
- Book Title / Journal:
- Year: 2009 , Volume: , Series:
- Structure types ; Concrete structures
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- Compressive, flexural and bond strength of brick/lime mortar masonry
- A. Costigan ; S. Pavía
- Book Title / Journal: Proceedings of PROHITEC 09, Rome, 2009, F. Mazzolani (Ed.), Taylor and Francis,
- Year: 2009 , Volume: , Series:
- Structure types ; Masonry Structures
- Description
- Due to their physical and chemical properties, mortars made with lime are considered to be more compatible
with historic fabrics than those made with artificial cements. This paper intends to contribute to the knowledge of the behavior of lime mortar masonry, by exploring the mechanical properties of clay brick masonry
bound with both hydraulic and non-hydraulic lime mortars. Masonry wallettes built with a (non-hydraulic)
low-strength, calcium lime binder (CL90-s) and a natural-hydraulic-lime of hydraulic strength 5 MPa. (NHL
5) were tested for compressive and flexural strength. The strength of the bond between the mortar and the
brick was also measured.
The results examine the relationships between the mortar properties and the ultimate strength results of the
two types of masonry tested. The paper also compares the mechanical behaviour of the two masonry types
under lateral and vertical loads and studies the modes of failure and their relationship with the mortar properties measured. The results were also compared with strength predictions of building standards.
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- Experimental Study of High Strength Cold-Formed Stiffened Web Steel Sections
- D.C.Y. Yap ; G.J. Hancock
- Research Report No R889. School of Civil Engineering, The University of Sydney, Australia
- Book Title / Journal:
- Year: 2008 , Volume: , Series:
- Structure types ; Steel structures
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- Non-linear non-destructive evaluation of concrete
- Y. Ribakov ; A.A. Shah
- The Open Construction and Building Technology Journal, 2, 111-115
- Book Title / Journal:
- Year: 2008 , Volume: , Series:
- Structure types ; Concrete structures
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- Part I: The Interaction of Local and Overall Buckling of Cold-Formed Stainless Steel Columns
- J. Becque
- PhD Thesis, School of Civil Engineering, The University of Sydney, Australia
- Book Title / Journal:
- Year: 2008 , Volume: , Series:
- Structure types ; Steel structures
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