Nonlinear analysis of circular high strength concrete-filled stainless steel tubular slender beam-columns
نویسندگان
چکیده
منابع مشابه
Fire behavior of axially loaded slender high strength concrete - filled tubular columns
This paper describes sixteen fire tests conducted on slender circular hollow section columns filled with normal and high strength concrete, subjected to concentric axial loads. The test parameters were the nominal strength of concrete (30 and 80 MPa), the infilling type (plain concrete, reinforced concrete and steel fiber reinforced concrete) and the axial load level (20% and 40%). The columns ...
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ژورنال
عنوان ژورنال: Engineering Structures
سال: 2017
ISSN: 0141-0296
DOI: 10.1016/j.engstruct.2016.10.004