Influence of a Small Flexibility of Connections on the Elastic Structural Response of Frames

Author:

Geuzaine M.1ORCID,Jaspart J.-P.2,Demonceau J.-F.3,Denoël V.4ORCID

Affiliation:

1. Ph.D. Student, Dept. of Civil Engineering, Univ. of Liège, Allée de la Découverte 9, 4000 Liège, Belgium; Ph.D. Student, National Fund for Scientific Research, Brussels, Belgium. ORCID: .

2. Full Professor, Dept. of Civil Engineering, Univ. of Liège, Allée de la Découverte 9, 4000 Liège, Belgium.

3. Adjunct Associate Professor, Dept. of Civil Engineering, Univ. of Liège, Allée de la Découverte 9, 4000 Liège, Belgium.

4. Professor, Dept. of Civil Engineering, Univ. of Liège, Allée de la Découverte 9, 4000 Liège, Belgium (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference36 articles.

1. Bijlaard F. and C. Steenhuis. 1992. “Prediction of the influence of connection behaviour on the strength deformation and stability of frames by classification of connections.” In Proc. 2nd Int. Workshop Connections in Steel Structures 307–318. Chicago: American Institute of Steel Construction.

2. Classification System for Beam‐to‐Column Connections

3. Development of practical design methods for steel structures with semi-rigid connections

4. Chen, W.-F., N. Kishi, and M. Komuro. 2011. Semi-rigid connections handbook. Ft. Lauderdale, FL: J. Ross.

5. On the need for classification criteria for cast in situ RC beam–column joints according to their stiffness

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