Experimental and non-linear numerical investigation of the novel detachable mechanical joints with laminated plates for composite precast beam-column joint

Author:

Nzabonimpa J.D.,Hong Won-Kee,Kim Jisoon

Funder

National Research Foundation of Korea

Ministry of Education

Publisher

Elsevier BV

Subject

Civil and Structural Engineering,Ceramics and Composites

Reference14 articles.

1. Mechanical connections of the precast concrete columns with detachable metal plates;Nzabonimpa;Struct Des Tall Spec Build,2017

2. AISC. AISC 358–05, Prequalified connections for special and intermediate steel moment frames for seismic applications, American Institute of Steel Construction, Chicago, IL; 2005.

3. Behavior of four-bolt extended end-plate connection subjected to lateral loading;Mashaly;Alexandria Eng J,2011

4. Behavior of eight-bolt large capacity endplate connections;Bahaari;Comput Struct,2000

5. FE model of beam-to-column extended end-plate joints;Díaz;J Constr Steel Res,2011

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