基于復(fù)合形法的拱壩體形優(yōu)化-研究

基于復(fù)合形法的拱壩體形優(yōu)化-研究

ID:31982828

大?。?.18 MB

頁數(shù):62頁

時間:2019-01-30

基于復(fù)合形法的拱壩體形優(yōu)化-研究_第1頁
基于復(fù)合形法的拱壩體形優(yōu)化-研究_第2頁
基于復(fù)合形法的拱壩體形優(yōu)化-研究_第3頁
基于復(fù)合形法的拱壩體形優(yōu)化-研究_第4頁
基于復(fù)合形法的拱壩體形優(yōu)化-研究_第5頁
資源描述:

《基于復(fù)合形法的拱壩體形優(yōu)化-研究》由會員上傳分享,免費在線閱讀,更多相關(guān)內(nèi)容在教育資源-天天文庫。

1、目錄1概述··“··?!啊ぁ薄ぁぁ啊ぁぁぁぁ薄ぁぁぁ薄ぁぁぁぁぁぁぁぁぁぁぁぁ薄ぁぁ薄ぁぁぁぁぁぁぁぁぁぁぁぁぁぁぁぁぁ?,”·····””二11.1拱壩的特點及其發(fā)展概況·············································……””二”””‘””””‘11.1.1拱壩的特點··································································································

2、···········……11.1.2拱壩的發(fā)展概況···················································································,················“一11.2拱壩的設(shè)計方法·····································································……‘’‘”·‘”’‘’21.3拱壩的優(yōu)化設(shè)計·····························

3、·····································……”””’““‘”.31.3.1拱壩優(yōu)化設(shè)計的發(fā)展···············································································”·“········……31.3.2拱壩優(yōu)化設(shè)計的步驟·································································“················“·······

4、··……31.3.3拱壩優(yōu)化設(shè)計的動態(tài)···················”·“················“·······························”······“·····”····……41.4本課題研究的內(nèi)容·····························································································……41.5本課題研究的意義································

5、·····························································……52拱壩的體形描述“···············.···············““·”·······.·······”··…“·················”……‘2.1拱冠梁斷面的幾何描述········································……“‘”’‘”””“‘”‘””””’‘”62.2水平拱圈的幾何描述························

6、·····················……”’‘’“’“”””’‘’‘’“”’“‘93拱壩的結(jié)構(gòu)力學計算原理。1習二幾6︸一3.1結(jié)構(gòu)力學計算原理...........................................................................……3.1.1伏格特基礎(chǔ)變位································································································

7、······一163.1.2彈性拱的基本理論············一·一··········“······一·······“······一·一····一····”“·“···一·一·”·”··“····一233.1.3懸臂梁變位計算··“··································”··”··“··“·······”···”··”“···············“·“··········……303.1:3l懸臂梁變位計算的特點············“················“··

8、“···“············“·························……303.1.3.2懸臂梁變位計算的公式·······“·········”“···················”·····“···········“·”“··········……313.1.3.3單位荷載法··············“·············“·

當前文檔最多預(yù)覽五頁,下載文檔查看全文

此文檔下載收益歸作者所有

當前文檔最多預(yù)覽五頁,下載文檔查看全文
溫馨提示:
1. 部分包含數(shù)學公式或PPT動畫的文件,查看預(yù)覽時可能會顯示錯亂或異常,文件下載后無此問題,請放心下載。
2. 本文檔由用戶上傳,版權(quán)歸屬用戶,天天文庫負責整理代發(fā)布。如果您對本文檔版權(quán)有爭議請及時聯(lián)系客服。
3. 下載前請仔細閱讀文檔內(nèi)容,確認文檔內(nèi)容符合您的需求后進行下載,若出現(xiàn)內(nèi)容與標題不符可向本站投訴處理。
4. 下載文檔時可能由于網(wǎng)絡(luò)波動等原因無法下載或下載錯誤,付費完成后未能成功下載的用戶請聯(lián)系客服處理。