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- W2979156279 abstract "The effects of joint's rigidity between sway column and beam on the capacity of gabled frames were analyzed, and the loads were evaluated according to Building Structural Load Code(GBJ9-87) and Appendix A of Technical Specification for Steel Structures of Light-Weight Building with Gabled Frames (CECS102: 98) respectively. Nodal spring element was introduced so as to describe the joint's rigidity from pin-connection to semi-rigid connection and rigid connection. It was found that the resistance of partial members were greatly different between pin-connection and semi-rigid connection, however, the results from semi-rigid connection were close to those from figid connection. So therefore considering practical engineering condition, it is essential for keeping the structural reliability to deal with the non-realistic pin-connections as pin-connections and semi-rigid connections respectively and to design the structures and members in term of the worst case. Meanwhile, by comparing the results vs Building Structural Load Code and Appendix A of Technical Specification for Steel Structures of Light-Weight Building with Gabled Frames, it is shown that the formers are greater than the other, that is to say, the first ones are more preservative than the second ones." @default.
- W2979156279 created "2019-10-10" @default.
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- W2979156279 date "2001-01-01" @default.
- W2979156279 modified "2023-09-28" @default.
- W2979156279 title "Effects of Joint's Rigidity on the Capacity of Gabled Frames" @default.
- W2979156279 hasPublicationYear "2001" @default.
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