Open Corner Window Shear Wall Structure Stress Influence of Local Component

DOI

10.2991/icmcm-16.2016.47How to use a DOI?

Keywords

Shear wall angle window floor slab finite element

Abstract

In order to satisfy people to the requirement of ventilated daylighting, building shape and vision, residential high-rise shear wall structure are often open corner window in the corner building. But after corner position opening, angle of window will greatly weaken the torsional rigidity of the structure, so that the corner near the component force is much more complicated and more adverse to a seismic. However, the present code of design without the design method about the corner window.Designer for this set of corner window high-rise shear wall structure effect on the stress related to the local structure is largely according to the conceptual design method for design analysis. In this paper, the finite element analysis software MIDAS/GEN of corner window opened for shear wall structure has carried on the example analysis, compared respectively without corner window and corner window landing impact on the stress of the floor, reference for designers.

Copyright

© 2016, the Authors. Published by Atlantis Press.

Open Access

This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).

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TY  - CONF
AU  - Taiyu Liu
AU  - Yanchao Liu
AU  - Yue Yang
PY  - 2016/12
DA  - 2016/12
TI  - Open Corner Window Shear Wall Structure Stress Influence of Local Component
BT  - Proceedings of the 2016 7th International Conference on Mechatronics, Control and Materials (ICMCM 2016)
PB  - Atlantis Press
SP  - 231
EP  - 234
SN  - 2352-5401
UR  - https://doi.org/10.2991/icmcm-16.2016.47
DO  - 10.2991/icmcm-16.2016.47
ID  - Liu2016/12
ER  -