诙谐
发表于 2025-3-23 12:55:03
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Initiative
发表于 2025-3-23 17:18:47
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Accrue
发表于 2025-3-23 18:40:38
Conclusion and Recommendation,ter steel tube, . and maximum temperature of concrete, (2) the residual strength of CFDST columns after fire exposure and (3) effectiveness of repair method using Single and Hybrid FRP on fire-damaged CFDST columns.
重叠
发表于 2025-3-24 00:28:48
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AVERT
发表于 2025-3-24 02:56:58
https://doi.org/10.1007/978-3-540-48689-3In order to understand the behavior of post-fire behavior of composite column, i.e., CFST and CFDST columns, the behavior of its different component needed to be properly studied first.
抚育
发表于 2025-3-24 08:13:53
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国家明智
发表于 2025-3-24 14:06:04
Introduction,Steel hollow structural section (HSS) are widely used in high rise building and as bridge pier because of their resistance to lateral movement in addition to its lighter weight compared with solid steel section and reinforced concrete columns.
修饰
发表于 2025-3-24 16:13:32
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Heterodoxy
发表于 2025-3-24 20:39:45
Temperature Distribution and Post-fire Behavior of Concrete-Filled Double Skin Steel Tubular ColumnThe aim of this chapter is to study the temperature distribution during fire exposure and post-fire behavior of concrete-filled double skin steel tubular (CFDST) columns after fire exposure. This chapter addresses the first objective of the study.
笨拙的我
发表于 2025-3-25 03:11:45
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