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基于中美橋梁規(guī)范設(shè)計(jì)的預(yù)應(yīng)力混凝土連續(xù)梁橋確定性及可靠性對比分析

發(fā)布時(shí)間:2018-01-23 13:22

  本文關(guān)鍵詞: 中國規(guī)范 美國規(guī)范 作用 作用效應(yīng) 作用效應(yīng)組合 承載能力 可靠度 可靠指標(biāo) 安全系數(shù) 出處:《長安大學(xué)》2015年碩士論文 論文類型:學(xué)位論文


【摘要】:本文針對基于中國橋梁規(guī)范設(shè)計(jì)的預(yù)應(yīng)力混凝土連續(xù)梁橋的差異性問題,結(jié)合當(dāng)前橋梁結(jié)構(gòu)分析和結(jié)構(gòu)可靠度理論的最新進(jìn)展,從適用于工程實(shí)際和科研創(chuàng)新的角度出發(fā),從以下幾方面進(jìn)行了研究。1.基于已有的中美橋梁規(guī)范對比的研究成果,采用有限元計(jì)算作用、作用效應(yīng)組合及結(jié)構(gòu)抗力的大小;2.基于結(jié)構(gòu)可靠性評估已有研究成果的歸納分析,采用定性與定量相結(jié)合的方法,構(gòu)建結(jié)構(gòu)的功能函數(shù),并進(jìn)行基于中美橋梁規(guī)范設(shè)計(jì)結(jié)果的對比分析;3.以一次落架施工的預(yù)應(yīng)力混凝土連續(xù)梁橋?yàn)檠芯繉ο?確定性對比方面計(jì)算內(nèi)容包括以下幾項(xiàng):永久作用效應(yīng)、可變作用效應(yīng)、作用效應(yīng)組合和正截面抗彎承載能力,可靠性主要針對的正截面的抗彎承載能力安全性從可靠性方面進(jìn)行評估,確定性與可靠性方面對比分析了安全系數(shù)與可靠指標(biāo)的關(guān)系。
[Abstract]:Aiming at the difference of prestressed concrete continuous beam bridges based on Chinese bridge code, this paper combines the latest development of bridge structure analysis and structural reliability theory. From the point of view of engineering practice and scientific research innovation, the following aspects have been studied. 1. Based on the existing research results of bridge code comparison between China and the United States, the finite element method is used. The combination of action effect and the magnitude of structural resistance; 2. Based on the inductive analysis of the existing research results of structural reliability assessment, the function function of the structure is constructed by combining qualitative and quantitative methods, and the comparative analysis based on the design results of Chinese and American bridge code is carried out. 3. Taking the prestressed concrete continuous beam bridge as the research object, the deterministic comparison includes the following items: permanent effect and variable action effect. The combination of action effect and flexural bearing capacity of normal section, the reliability is mainly aimed at the safety of flexural bearing capacity of normal section from the aspect of reliability. The relationship between the safety factor and the reliability index is compared and analyzed in terms of certainty and reliability.
【學(xué)位授予單位】:長安大學(xué)
【學(xué)位級別】:碩士
【學(xué)位授予年份】:2015
【分類號】:U442.5

【共引文獻(xiàn)】

相關(guān)期刊論文 前3條

1 顧曉燕;;可靠度理論在橋梁結(jié)構(gòu)中的應(yīng)用綜述[J];青海交通科技;2010年02期

2 劉建波;;砂漿填充理論在混凝土配合比設(shè)計(jì)中的運(yùn)用[J];石家莊鐵路職業(yè)技術(shù)學(xué)院學(xué)報(bào);2005年04期

3 張建仁,劉揚(yáng);遺傳算法和人工神經(jīng)網(wǎng)絡(luò)在斜拉橋可靠度分析中的應(yīng)用[J];土木工程學(xué)報(bào);2001年01期



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