Calculation and study of variable connections for precast concrete wall against shear forces in different load categories and consequence classes
Tran, Anh (2020)
Tran, Anh
2020
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Julkaisun pysyvä osoite on
https://urn.fi/URN:NBN:fi:amk-202002172486
https://urn.fi/URN:NBN:fi:amk-202002172486
Tiivistelmä
This Bachelor’s thesis was commissioned by AFRY Finland Oy. The purpose of the thesis was to study variations of connection against shear forces in precast concrete wall elements. The thesis concentrated on three loading cases according to different consequences classes, CC2a, CC2b, and CC3a-b. Following up these consequence classes, designing tie or connection types and calculating tie forces were studied.
An example of office building was presented and analysed. In this example project, vertical shear was calculated and a suitable connection was chosen. As a result, the modelling technique or setting for connection was indicated in Tekla Structures. These settings in Tekla can be used as a reference in the company in future projects. In addition, the best practice or working solutions were provided based on site comments and design efficiency.
An example of office building was presented and analysed. In this example project, vertical shear was calculated and a suitable connection was chosen. As a result, the modelling technique or setting for connection was indicated in Tekla Structures. These settings in Tekla can be used as a reference in the company in future projects. In addition, the best practice or working solutions were provided based on site comments and design efficiency.