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魏協(xié)進(jìn)，陳志華
(天津大學(xué)建筑工程學(xué)院，天津300072)[摘要] 指出了現(xiàn)有雙向受彎外露式剛接柱腳錨栓設(shè)計(jì)方法在理論、精度及合理性方面的問題，提出了基于平截面假定的雙向偏壓柱腳錨栓的直接設(shè)計(jì)方法，推導(dǎo)了計(jì)算公式，可供工程設(shè)計(jì)參考使用。
[關(guān)鍵詞] 雙向受彎；外露式剛接柱腳；錨栓設(shè)計(jì)Discussion about design method of anchor bolts of open rigid column base connection subjected to combined axial force and biaxial bending moment
WeiXiejin, ChenZhihua
(School of Civil Engineering, Tianjin University, Tianjin 300072)Abstract: Problems in theory, precision and rationality about design method of anchor bolts of open rigid column base connection subjected to combined axial force and biaxial bending moment which is used now are pointed out. A new direct design method based on assumption of plane section was presented and calculation formula was deduced, which can be used as reference to design.
Keywords: biaxial bending moment; open rigid column base connection; design ofanchor bolts
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