- 摘 要
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（中南建筑設(shè)計(jì)院股份有限公司， 武漢 430071）
［摘要］結(jié)合工程實(shí)例，運(yùn)用SAP2000軟件對扶壁式鋼塔結(jié)構(gòu)和獨(dú)立式鋼塔結(jié)構(gòu)進(jìn)行了建模、計(jì)算、對比及分析。結(jié)果表明，扶壁式鋼塔結(jié)構(gòu)相對獨(dú)立式鋼塔結(jié)構(gòu)具有較好的抗震、抗風(fēng)性能與穩(wěn)定性能，且能節(jié)省用鋼量約60%，具有良好的經(jīng)濟(jì)效益和環(huán)境效益；另外對扶壁設(shè)置的數(shù)量和位置給出了指導(dǎo)性建議。
［關(guān)鍵詞］高聳結(jié)構(gòu)； 扶壁式鋼塔結(jié)構(gòu)； 穩(wěn)定性能
中圖分類號：TU318文獻(xiàn)標(biāo)識碼：A文章編號：1002-848X(2015)11-0013-05
Design and analysis of the buttressed steel tower structure
Xiao Fei, Chen Yuankun
(Central-south Architectural Design Institute Co., Ltd., Wuhan 430071, China)
Abstract:Combining with the engineering example, the buttressed steel tower model and independent steel tower structure model were established, calculated, analyzed and compared using software SAP2000. Results show that the buttressed steel tower structure has well seismic performance, wind resistance and stability. Meanwhile, the buttressed steel tower structure has good economic benefit and environmental benefit with roughly up to 60% steel quantity saved. Instructional advice on the number and location of buttressed settings are provided as well.
Keywords:tall and slender structure; buttressed steel tower structure; stability
作者簡介：肖飛，碩士，高級工程師，一級注冊結(jié)構(gòu)工程師，Email：85403905@qq.com。
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