Numerical investigation of steel and composite beam-to-encased composite column connection via a through-plate

Author:

Azad Shadi,Mirghaderi Seyed Rasoul,Epackachi Siamak

Publisher

Elsevier BV

Subject

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

Reference37 articles.

1. Development of connections to concrete-filled rectangular tubular columns;Chen;Adv Steel Constr,2015

2. Component-based mechanical models for axially-loaded through-diaphragm connections to concrete-filled RHS columns;Qin;J Constr Steel Res,2014

3. Component-based mechanical models for concrete-filled RHS connections with diaphragms under bending moment;Qin;Adv Struct Eng,2015

4. Seismic optimization analysis of vertical stiffener connection to L-CFST column;Zhang;Adv Steel Constr,2019

5. Doung, P. and Sasaki, E. A numerically parametric study on internal diaphragm connections between plates and box columns, World Congress on Advances in Structural Engineering and Mechanics (ASEM19), Jeju Island, Korea, September 17 - 21, 2019.

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