Tests and Simple Models of RC Frame Subassemblies for Postulated Loss of Column

Author:

Stathas N.1,Bousias S. N.2,Palios X.3,Strepelias E.3,Fardis M. N.4

Affiliation:

1. Ph.D. Candidate, Structures Laboratory, Dept. of Civil Engineering, Univ. of Patras, 26504 Patras, Greece.

2. Professor, Structures Laboratory, Dept. of Civil Engineering, Univ. of Patras, 26504 Patras, Greece (corresponding author).

3. Postdoctoral Researcher, Structures Laboratory, Dept. of Civil Engineering, Univ. of Patras, 26504 Patras, Greece.

4. Professor Emeritus, Structures Laboratory, Dept. of Civil Engineering, Univ. of Patras, 26504 Patras, Greece.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference18 articles.

1. Deformations at flexural yielding of members with continuous or lap-spliced bars

2. Dynamic performance of RC beam-column substructures under the scenario of the loss of a corner column—Experimental results

3. Experimental and analytical assessment on RC interior beam-column subassemblages for progressive collapse;Kai Q.;J. Perform. Constr. Facil.,2012

4. Performance of three-dimensional reinforced concrete beam-column substructures under loss of a corner column scenario;Kai Q.;J. Struct. Eng.,2013

5. Experimental Study of Reinforced Concrete Assemblies under a Column Removal Scenario

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