Limit analysis for partial-joint-penetration weld T-joints with arbitrary loading angles

Author:

Luo Pengjun,Asada Hayato,Tanaka Tsuyoshi

Funder

JSPS

China Scholarship Council

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference26 articles.

1. Applicability of PJP groove welding to beam-column connections under seismic loads;Kurobane;Connections Steel Struct V – Amsterdam,2004

2. Full-scale testing of beam-to-RHS column connections with partial joint penetration groove welded joints and assessment of safety from brittle fracture;Azuma;Welding World,2006

3. Seismic response of partial-joint-penetration welded column splices in moment-resisting frames;Shaw;Eng J, Am Instit Steel Constr,2015

4. CEN (Comité Européen de Normalisation). “Eurocode 3: Design of steel structures—Part 1–8: Design of joints.” EN 1993-1-8, Brussels, Belgium; 2005.

5. AIJ (Architectural Institute of Japan). “Recommendation for design of connections in steel structures”. 2012.

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