- 摘 要
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(1 上海經緯建筑規(guī)劃設計研究院股份有限公司, 上海 200090; 2 中船第九設計研究院工程有限公司, 上海 200063)
[摘要]鋼管混凝土疊合柱具有抗震性能好、斷面小、防火防腐性能好等眾多優(yōu)點,但是在目前的結構設計軟件中很難真正模擬,相關規(guī)范也只給出了簡化計算方法,并且計算過程仍非常繁瑣。從材料本構關系出發(fā),提出了基于平截面假定的疊合柱正截面受壓承載力計算方法,并進行編程計算,計算結果表明此計算方法很好地反映了疊合柱分階段受力的特點。此計算方法已在一些項目的設計中得到運用,效果較好。
[關鍵詞]鋼管混凝土疊合柱; 受壓承載力; 計算方法
中圖分類號:TU398文獻標識碼:A文章編號:1002-848X(2018)19-0061-04
Compressive capacity design method of steel tube-reinforced concrete column based on the assumption of plane section and its application in engineering
Ni Guorong1, Zhu Weihua2, Zhang Lu2, Qu Ge2
(1 Shanghai Longilat Architectural Design & Research Institute, Shanghai 200090, China; 2 China Shipbuilding NDRI Engineering Co., Ltd., Shanghai 200063, China)
Abstract:Steel tube-reinforced concrete column has many advantages such as good seismic performance, small section, good fire and corrosion resistance, but it is difficult to simulate in the current structural design software. The relevant specifications only give a simplified calculation method, and the calculation process is still very cumbersome. Based on the constitutive relation of materials, the calculation method of the compressive bearing capacity of the steel tube-reinforced concrete column based on the assumption of plane section was proposed and programming calculation was carried out. The calculation results reflect the force characteristics in different stages of the columns well. This calculation method has been applied in the design of some projects and has a good effect.
Keywords:steel tube-reinforced concrete column; compressive capacity; calculation method
作者簡介:倪國榮,碩士,高級工程師,一級注冊結構工程師,一級建造師,Email:niguorong@126.com。