Seismic behavior of bolted truss-to-column joint with oversized or slotted bolt hole
Author:
Funder
National Natural Science Foundation of China
Publisher
Elsevier BV
Subject
Civil and Structural Engineering
Reference46 articles.
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2. Liu X, He X, Zhang A, et al. Design and specification compilation of a modular prefabricated high‐rise steel frame structure with diagonal braces part II: Elastic–plastic time‐history analysis and joint design. Struct Des Tall Build 2018;27(2):e1414.1-e1414.18.
3. The evolution of prefabricated residential building systems in Hong Kong: A review of the public and the private sector;Jaillon;Autom Constr,2009
4. Compression-bend-shearing performance of column-to-column bolted-flange connections in prefabricated multi-high-rise steel structures;Liu;Eng Struct,2018
5. Unified correlation of geometry and material constraints with creep crack growth rate of welded joints;Ma;Eng Fract Mech,2016
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