Proceedings of the 2017 2nd International Conference on Civil, Transportation and Environmental Engineering (ICCTE 2017)

Research on constraint for conjunction between beam and shear wall

Authors
X.M. Chen, J. Duan, Y.G. Li
Corresponding Author
X.M. Chen
Available Online July 2017.
DOI
https://doi.org/10.2991/iccte-17.2017.64How to use a DOI?
Keywords
Beam element, Shell element, Constraint.
Abstract
Different with definition of continuum mechanics used for beam element, in-plane drilling degrees of shell element are usually based on Allman mode or additional rigid rotation of element sides, and assumption of plane section for beam element is another inconsistency with shell element, at last, the beam section may cover more than one node of shell element with mesh refinement. Therefore, direct connection for these two degrees of freedom may be inappropriate, special connector elements or constraints should be introduced to enforce the stiffness of connection. Numerical results show that the influence of constraints on periods can be neglected, but bending moment at beam end should be simulated with proper additional constraint, compared with the other modes, constraint on drilling degrees of freedom is much more effective.
Open Access
This is an open access article distributed under the CC BY-NC license.

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Cite this article

TY  - CONF
AU  - X.M. Chen
AU  - J. Duan
AU  - Y.G. Li
PY  - 2017/07
DA  - 2017/07
TI  - Research on constraint for conjunction between beam and shear wall
BT  - Proceedings of the 2017 2nd International Conference on Civil, Transportation and Environmental Engineering (ICCTE 2017)
PB  - Atlantis Press
SP  - 363
EP  - 367
SN  - 2352-5401
UR  - https://doi.org/10.2991/iccte-17.2017.64
DO  - https://doi.org/10.2991/iccte-17.2017.64
ID  - Chen2017/07
ER  -