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Construction and Building Materials, 2018
This paper intends to investigate how the creep behaviour of recycled aggregate concrete filled steel tubes (RACFST) is affected by the strength of the parent waste concrete that used to produce the recycled coarse aggregates (RCAs). Long-term tests were
Yuyin Wang +3 more
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This paper intends to investigate how the creep behaviour of recycled aggregate concrete filled steel tubes (RACFST) is affected by the strength of the parent waste concrete that used to produce the recycled coarse aggregates (RCAs). Long-term tests were
Yuyin Wang +3 more
semanticscholar +1 more source
Estimation of axial load-carrying capacity of concrete-filled steel tubes using surrogate models
Neural computing & applications (Print), 2020H. Ly +5 more
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Reinforced lightweight concrete filled steel tube columns
2020İçi beton doldurulmuş çelik tüp kolonların avantajları, çelik tüpün burkulma davranışının iyileştirilmesi, yüksek basınç ve eğilme mukavemeti ve yangın ve deprem davranışlarının iyileştirilmesi olarak sıralanabilir. İçi donatılı hafif beton ile doldurulmuş çelik tüp kolonlar düşünüldüğünde ise yapının ölü ağırlığı azaltılıp yüksek mukavemet ağırlık ...
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Axially Loaded Concrete-Filled Steel Tubes
Journal of Structural Engineering, 1999C. N. Srinivasan, Stephen P. Schneider
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Concrete-filled steel tube columns under earthquake loads
Progress in Structural Engineering and Materials, 2000Summary Concrete-filled steel tubes (CFTs) have been used throughout the world in structures of varying heights and structural configurations, both in nonseismic and in high seismic zones. This review summarizes the behavior of circular and rectangular concrete-filled steel tube beam‐columns and braces, particularly focused on their behavior when ...
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CONNECTION OF STEEL BEAMS TO CONCRETE-FILLED TUBES
2004Abstract Tests have been carried out on twentyeight connection specimens. The specimens consisted of steel beams connected to columns made of concrete-filled steel tubes. The results reported here are for a series of eight specimens in which the columns were made of a steel rectangular hollow section 150x150x5 RHS.
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The interaction of steel tube and concrete core in concrete-filled steel tube columns
2008U Starossek, N Falah
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