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高層鋼框架結(jié)構(gòu)考慮P-Δ效應(yīng)的彈性層間有害位移的簡(jiǎn)化計(jì)算*
皮鳳梅1,2,任文杰1,陳博文1,趙越1
摘 要

(1 河北工業(yè)大學(xué)土木與交通學(xué)院, 天津 300401;2 廊坊師范學(xué)院建筑工程學(xué)院, 廊坊 065000)

[摘要]高層鋼框架結(jié)構(gòu)在水平荷載作用下,層間位移包含有害位移和無(wú)害位移兩部分。在結(jié)構(gòu)側(cè)移的傳統(tǒng)計(jì)算中,通常忽略P-Δ效應(yīng)的影響;在二階側(cè)移計(jì)算中,也未從有害位移的角度進(jìn)一步分析,這對(duì)較柔的高層鋼框架結(jié)構(gòu)來(lái)說(shuō)會(huì)造成較大的誤差。因此,針對(duì)這一問(wèn)題,提出了高層鋼框架結(jié)構(gòu)考慮P-Δ效應(yīng)影響的彈性層間有害位移的簡(jiǎn)化計(jì)算方法。通過(guò)采用簡(jiǎn)化方法和對(duì)角撐法對(duì)一個(gè)承受水平均布荷載的15層純鋼框架結(jié)構(gòu)進(jìn)行模擬計(jì)算對(duì)比,并討論了P-Δ效應(yīng)對(duì)層間有害位移的影響。結(jié)果表明提出的簡(jiǎn)化方法實(shí)用可行,能夠很好地滿足工程的實(shí)際需求。 

[關(guān)鍵詞]高層鋼框架結(jié)構(gòu);P-Δ效應(yīng);彈性層間有害位移;簡(jiǎn)化計(jì)算 

中圖分類號(hào):TU973+.2 文獻(xiàn)標(biāo)識(shí)碼:A文章編號(hào):1002-848X(2021)16-0064-05

 

Simplified calculation of elastic harmful inter-story drift of high-rise steel frame structure considering P-Δ effect 

PI  Fengmei1,2,  REN  Wenjie1,  CHEN  Bowen1,  ZHAO  Yue1 

(1 School of Civil and Transportation Engineering, Hebei University of Technology, Tianjin 300401, China;2 Institute of Architecture Civil Engineering, Langfang Normal University, Langfang 065000, China) 

Abstract:The inter-story drift of high-rise steel frame structure is composed of harmful drift and harmless drift under horizontal load. The influence of P-Δ effect is usually ignored in the traditional calculation of structural lateral displacement, and the harmful drift is not further analyzed in the calculation of second-order lateral displacement. It will produce larger error for the flexible high-rise steel frame structure. Therefore, in order to solve this problem, a simplified method of the elastic inter-story harmful drift of high-rise steel frame structure considering P-Δ effect was proposed. The results using the simplified method and the diagonal bracing method of a 15-story steel frame structure under horizontal uniform load were compared. And the influence of P-Δ effect on harmful drift was discussed. The results show that the simplified method is practical and feasible, and can well meet the actual needs of the project. 

Keywords:high-rise steel frame structure; P-Δ effect; elastic harmful inter-story drift; simplified calculation

 

*國(guó)家自然科學(xué)基金面上項(xiàng)目(51878240)。

 

 作者簡(jiǎn)介:皮鳳梅,博士研究生,講師,Email:  pyhwyb@126.com; 通信作者:任文杰,博士,教授,博士生導(dǎo)師,Email: rwjwlq@126.com。

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