STRUCTURAL BEHAVIOUR OF BEAM-TO-COLUMN CONNECTION OF CONCRETE FILLED CIRCULAR TUBE COLUMN AND H-BEAM SPACE SUBASSEMBLAGE
نویسندگان
چکیده
منابع مشابه
Cyclic Evolution of Damage and Beam-column Interaction Strength of Concrete-filled Steel Tube Beam-columns
The assessment of response of composite seismic force resisting systems requires accurate nonlinear formulations for the composite members. In this work, reporting the first phase of a NEES project, a three-dimensional distributed plasticity formulation is presented for both circular and rectangular composite concrete-filled steel tubes (CFTs) that includes new constitutive models for the concr...
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ژورنال
عنوان ژورنال: Journal of Structural and Construction Engineering (Transactions of AIJ)
سال: 1998
ISSN: 1340-4202,1881-8153
DOI: 10.3130/aijs.63.157_2