Comparison of in-plane flexural seismic behavior between traditional RHS X-joints and eccentric RHS X-joints

Author:

Zhao Bida,Liu Chengqing,Lin Shikang

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference36 articles.

1. Jubb J.E.M. and Redwood RG. Design of joints to box sections. Conference on industrial building and the structural engineer. UK: Institution of Structural Engineers; 1966.

2. T-joints in rectangular hollow sections subject to combined actions;Zhao;J Struct Eng ASCE,1991

3. Moment-rotation behavior of welded tubular high strength steel T joint [J];Havula;Eng Struct,2018

4. Structural performance of cold-formed high strength steel tubular X-joints under brace axial compression [J];Pandey;Eng Struct,2020

5. EC3, Design of steel structures, part 1.8: Design of joints. Brussels: European Committee for Standardization, 2005.

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