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    劉維亞  練賢榮  費(fèi)金祖
    （華森建筑與工程設(shè)計(jì)顧問(wèn)有限公司  深圳 518067）

[提要]  對(duì)鋼結(jié)構(gòu)支撐節(jié)點(diǎn)板與梁、柱連接處內(nèi)力計(jì)算方法進(jìn)行了初步探索，并對(duì)國(guó)內(nèi)常用的簡(jiǎn)化計(jì)算法和美國(guó)AISC建議的均勻力法進(jìn)行了比較。結(jié)合實(shí)際工程，給出了一般節(jié)點(diǎn)及特殊節(jié)點(diǎn)的計(jì)算實(shí)例，可供同類(lèi)工程參考。建議采用均勻力法或更優(yōu)化的計(jì)算方法處理此類(lèi)問(wèn)題。
[關(guān)鍵詞]  節(jié)點(diǎn)板支撐  梁  柱  連接  內(nèi)力  均勻力法

The ways of calculation for internal force,which acts at the gusset-to-beam and the gusset-to-column, are introduced, and the results of other calculation methods are compared with the Uniform Force Method. Combined with practical engineering, we glve some calculation examples for general joint and special joint for reference to similar engineering. We suggest adopting the Uniform Force Method or more optimum calculation method to treat with the same question.
Keywords: force; gusset; beam; column; Uniform  Force  Method