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Research on constraint for conjunction between beam and shear wall
Proceedings of the 2017 2nd International Conference on Civil, Transportation and Environmental Engineering (ICCTE 2017)
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 ordoi:10.2991/iccte-17.2017.64 fatcat:qzmn4nj5r5f7zg2a4qcsio2ozu