Research on constraint for conjunction between beam and shear wall
X.M. Chen, J. Duan, Y.G. Li
Available Online July 2017.
- https://doi.org/10.2991/iccte-17.2017.64How to use a DOI?
- Beam element, Shell element, Constraint.
- 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.
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 -