Study on the moment-rotation behavior of eccentric rectangular hollow section cross-type connections under out-of-plane bending moment and chord stress-Reference-Cited by-同舟云学术

Study on the moment-rotation behavior of eccentric rectangular hollow section cross-type connections under out-of-plane bending moment and chord stress

Published:2020-03 Issue: Volume:207 Page:110211
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Zhao Bida,Sun Chao,Li Hui

Funder

Zhejiang Provincial Natural Science Foundation

China Scholarship Council

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference22 articles.

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3. Experimental and numerical studies on a single-layer cylindrical reticulated shell with semi-rigid joints;Ma;Thin-Walled Struct,2015

4. API. Recommended practice for planning, designing and construction fixed offshore platforms, 21st ed. API RP2A-WSD, American Petroleum Institute; 2000.

5. Yield line analysis of RHS connections with axial loads;Cao;J Constr Steel Res,1998

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