某萬達廣場超限高層結(jié)構(gòu)設(shè)計與分析
發(fā)布時間:2019-06-11 13:18
【摘要】:介紹了江蘇省某萬達廣場2號樓和3號樓所在的商業(yè)左側(cè)的工程概況和超限判定,采用SATWE和MIDAS Building兩種結(jié)構(gòu)設(shè)計分析軟件對超限高層結(jié)構(gòu)進行計算分析,并以彈性時程分析輔助計算,最后總結(jié)了在結(jié)構(gòu)設(shè)計時所采取的抗震措施。
[Abstract]:This paper introduces the general situation and over-limit judgment of the commercial left side of Building 2 and Building 3 of Wanda Square in Jiangsu Province, and calculates and analyzes the overrun high-rise structure by using SATWE and MIDAS Building structural design and analysis software. With the help of elastic time history analysis, the seismic measures taken in structural design are summarized.
【作者單位】: 中鐵上海設(shè)計院集團有限公司;
【分類號】:TU973.31
,
本文編號:2497213
[Abstract]:This paper introduces the general situation and over-limit judgment of the commercial left side of Building 2 and Building 3 of Wanda Square in Jiangsu Province, and calculates and analyzes the overrun high-rise structure by using SATWE and MIDAS Building structural design and analysis software. With the help of elastic time history analysis, the seismic measures taken in structural design are summarized.
【作者單位】: 中鐵上海設(shè)計院集團有限公司;
【分類號】:TU973.31
,
本文編號:2497213
本文鏈接:http://www.sikaile.net/jingjilunwen/jianzhujingjilunwen/2497213.html
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