Modeling of Rocking Elastic Flexible Bodies under Static Loading Considering the Nonlinear Stress Distribution at Their Base

Author:

Avgenakis Evangelos1,Psycharis Ioannis N.2

Affiliation:

1. Ph.D. Student, School of Civil Engineering, National Technical Univ. of Athens, Heroon Polytechniou 9, 15780 Zografou, Greece.

2. Professor, School of Civil Engineering, National Technical Univ. of Athens, Heroon Polytechniou 9, 15780 Zografou, Greece (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference37 articles.

1. Abaqus 6.11 [Computer software]. SIMULIA Providence RI.

2. ACI (American Concrete Institute). (2003). “Special hybrid moment frames composed of discretely jointed precast and post-tensioned concrete members.” ACI T1.2-03 ACI T1.2R-03 Farmington Hills MI.

3. Avgenakis E. (2015). “Modeling of rocking flexible bodies considering the deformability of their base.” M.S. thesis National Technical Univ. of Athens Athens Greece.

4. Barthes C. B. (2012). “Design of earthquake resistant bridges using rocking columns.” Ph.D. thesis Univ. of California Berkeley CA.

5. Belleri A. Torquati M. and Riva P. (2013). “Finite element modeling of rocking walls.” Proc. 4th ECCOMAS Thematic Conf. on COMPDYN Institute of Structural Analysis and Antiseismic Research School of Civil Engineering National Technical Univ. of Athens Greece.

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