考虑预应力随机性的点支幕墙索桁架可靠性分析

考虑预应力随机性的点支幕墙索桁架可靠性分析

运用蒙特卡洛有限元法,考虑预应力的随机性,分析并计算了点支幕墙预应力索桁架支承体系的挠度最大值的统计特征值,得到其失效概率。进而对索桁架的预应力控制进行探讨。

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Bibliographic Details
Main Authors: 汤伟方, 吕令毅
Format: Article
Language:zho
Published: Editorial Department of Progress in Steel Building Structures, Tongji University 2006-01-01
Series:Jianzhu Gangjiegou Jinzhan
Subjects:
索桁架
预应力损失
蒙特卡洛有限元
失效概率
Online Access:http://steelpro.tongji.edu.cn/thesisDetails?columnId=40760598&Fpath=home&index=0
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author 汤伟方
吕令毅
author_facet 汤伟方
吕令毅
author_sort 汤伟方
collection DOAJ
description 运用蒙特卡洛有限元法,考虑预应力的随机性,分析并计算了点支幕墙预应力索桁架支承体系的挠度最大值的统计特征值,得到其失效概率。进而对索桁架的预应力控制进行探讨。
format Article
id doaj-art-3623d5a971f64d15be2d0c4496b83885
institution Kabale University
issn 1671-9379
language zho
publishDate 2006-01-01
publisher Editorial Department of Progress in Steel Building Structures, Tongji University
record_format Article
series Jianzhu Gangjiegou Jinzhan
spelling doaj-art-3623d5a971f64d15be2d0c4496b838852025-01-15T03:05:02ZzhoEditorial Department of Progress in Steel Building Structures, Tongji UniversityJianzhu Gangjiegou Jinzhan1671-93792006-01-01384040760598考虑预应力随机性的点支幕墙索桁架可靠性分析汤伟方吕令毅运用蒙特卡洛有限元法,考虑预应力的随机性,分析并计算了点支幕墙预应力索桁架支承体系的挠度最大值的统计特征值,得到其失效概率。进而对索桁架的预应力控制进行探讨。http://steelpro.tongji.edu.cn/thesisDetails?columnId=40760598&Fpath=home&index=0索桁架预应力损失蒙特卡洛有限元失效概率
spellingShingle 汤伟方
吕令毅
考虑预应力随机性的点支幕墙索桁架可靠性分析
Jianzhu Gangjiegou Jinzhan
索桁架
预应力损失
蒙特卡洛有限元
失效概率
title 考虑预应力随机性的点支幕墙索桁架可靠性分析
title_full 考虑预应力随机性的点支幕墙索桁架可靠性分析
title_fullStr 考虑预应力随机性的点支幕墙索桁架可靠性分析
title_full_unstemmed 考虑预应力随机性的点支幕墙索桁架可靠性分析
title_short 考虑预应力随机性的点支幕墙索桁架可靠性分析
title_sort 考虑预应力随机性的点支幕墙索桁架可靠性分析
topic 索桁架
预应力损失
蒙特卡洛有限元
失效概率
url http://steelpro.tongji.edu.cn/thesisDetails?columnId=40760598&Fpath=home&index=0
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AT lǚlìngyì kǎolǜyùyīnglìsuíjīxìngdediǎnzhīmùqiángsuǒhéngjiàkěkàoxìngfēnxī

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