混凝土異形柱結(jié)構(gòu)技術(shù)規(guī)程
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資料類別
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化工建筑畢業(yè)論文(設(shè)計) |
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課程(專業(yè))
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混凝土異形柱結(jié)構(gòu)技術(shù)規(guī)程 |
關(guān)鍵詞
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混凝土異形柱|結(jié)構(gòu)技術(shù) |
適用年級
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大學(xué) |
身份要求
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普通會員 |
金 幣
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0 (金幣如何獲得?) |
文件格式
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pdf |
文件大小
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1054K |
發(fā)布時間
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2009-07-25 15:09:00 |
預(yù)覽文件
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無 |
下載次數(shù)
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17 |
發(fā)布人 |
lj |
內(nèi)容簡介:
混凝土異形柱結(jié)構(gòu)技術(shù)規(guī)程
目錄
1 總則.................................................................................................................................................................3
2 術(shù)語和符號................................................................................................................................................3
2.1 術(shù)語..............................................................................................................................................................3
2.2 主要符號.....................................................................................................................................................4
3 結(jié)構(gòu)設(shè)計的一般規(guī)定..........................................................................................................................7
3.1 結(jié)構(gòu)體系..................................................................................................................................................7
3.2 結(jié)構(gòu)布置..................................................................................................................................................9
3.3 結(jié)構(gòu)抗震等級.......................................................................................................................................10
4 荷載和地震作用.................................................................................................................................11
4.1 豎向荷載................................................................................................................................................11
4.2 風(fēng)荷載及雪荷載..................................................................................................................................12
4.3 地震作用................................................................................................................................................12
5 結(jié)構(gòu)計算....................................................................................................................................................13
6 截面設(shè)計.................................................................................................................................................15
6.1 異形截面柱正截面承載力計算..........................................................................................................15
6.2 異形柱斜截面受剪承載力計算........................................................................................................17
6.3 異形柱框架梁柱節(jié)點核心區(qū)受剪承載力計算............................................................................19
7 結(jié)構(gòu)構(gòu)造.................................................................................................................................................22
7.1 一般規(guī)定................................................................................................................................................22
7.2 異形柱....................................................................................................................................................23
7.3 異形柱框架梁柱節(jié)點..........................................................................................................................26
8 異形柱結(jié)構(gòu)的施工...........................................................................................................................29
附錄A 底部大空間帶轉(zhuǎn)換層異形柱結(jié)構(gòu)的設(shè)計規(guī)定..............................................30
附錄B 異形柱結(jié)構(gòu)的樓、屋蓋..................................................................................................33
本規(guī)程用詞用語說明..............................................................................................................................34
主要條文說明..............................................................................................................................................34
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