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- W8886216 abstract "Publisher Summary The chapter presents the static linear behavior of plane steel gabled frames with flexible connections. Conventional methods of analysis on steel frames are usually carried out under the assumption that bolted endplate connections are either perfectly rigid or ideally pinned. Some problems in practical engineering cases have occurred caused by neglect of the increase in displacement due to flexible connections, and have even threatened to the installation and the usage of structures. To correctly represent the real behavior of a structure, joint flexibility must be considered. By adopting the initial connection stiffness obtained from both experiment and FEM, the effect of joint flexibility on steel gabled frames is analyzed in the chapter. The chapter presents some rules and advance on connections including the joint flexibility in practical design." @default.
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- W8886216 date "2005-01-01" @default.
- W8886216 modified "2023-09-27" @default.
- W8886216 title "The analysis of steel gabled frames with flexible connections" @default.
- W8886216 doi "https://doi.org/10.1016/b978-008044637-0/50038-x" @default.
- W8886216 hasPublicationYear "2005" @default.
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