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Effect of mechanical degradation of laminated elastomeric bearings and shear keys upon seismic behaviors of small-to-medium-span highway bridges in transverse direction 被引量:2
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作者 Wu Gang Wang Kehai +1 位作者 Zhang Panpan Lu Guanya 《Earthquake Engineering and Engineering Vibration》 SCIE EI CSCD 2018年第1期205-220,共16页
Laminated elastomeric bearings have been widely used for small-to-medium-span highway bridges in China, in which concrete shear keys are set transversely to prohibit large girder displacement. To evaluate bridge seism... Laminated elastomeric bearings have been widely used for small-to-medium-span highway bridges in China, in which concrete shear keys are set transversely to prohibit large girder displacement. To evaluate bridge seismic responses more accurately, proper analytical models of bearings and shear keys should be developed. Based on a series of cyclic loading experiments and analyses, rational analytical models of laminated elastomeric bearings and shear keys, which can consider mechanical degradation, were developed. The effect of the mechanical degradation was investigated by examining the seismic response of a small-to-medium-span bridge in the transverse direction under a wide range of peak ground accelerations(PGA). The damage mechanism for small-to-medium-span highway bridges was determined, which can explain the seismic damage investigation during earthquakes in recent years. The experimental results show that the mechanical properties of laminated elastomeric bearings will degrade due to friction sliding, but the degree of decrease is dependent upon the influencing parameters. It can be concluded that the mechanical degradation of laminated elastomeric bearings and shear keys play an important role in the seismic response of bridges. The degradation of mechanical properties of laminated elastomeric bearings and shear keys should be included to evaluate more precise bridge seismic performance. 展开更多
关键词 bridge engineering mechanical degradation seismic response friction sliding shear keys
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A CORBA-Based Integration Platform of Product Development Process Management for Concurrent Engineering
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作者 Zhao Jin min, Liu Ji hong, Guan Qiang, Jin Guo dong CAD Center, Huazhong University of Science & Technology, Wuhan 430074, China 《Wuhan University Journal of Natural Sciences》 EI CAS 2001年第3期699-703,共5页
Product development process management plays an important role in concurrent engineering (CE). The integration platform is a useful tool for effectively supporting the software development and integration. Based on th... Product development process management plays an important role in concurrent engineering (CE). The integration platform is a useful tool for effectively supporting the software development and integration. Based on the analysis of practical requirements for product development process management for CE, a CORBA-based integration platform of product development process management (IP-PDPM) is designed and developed. The design principles for IP-PDPM are described. The system architecture and functions of the platform are given, the key technologies for the implementation of IP-PDPM are presented, the application integration mechanism and its implementation techniques are also detailed. 展开更多
关键词 key words CORBA concurrent engineering integration platform product development process
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Writing strategies for improving the access of medical literature 被引量:1
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作者 Pratishtha B Chaudhari Akshat Banga 《World Journal of Experimental Medicine》 2023年第3期50-58,共9页
When conducting a literature review,medical authors typically search for relevant keywords in bibliographic databases or on search engines like Google.After selecting the most pertinent article based on the title’s r... When conducting a literature review,medical authors typically search for relevant keywords in bibliographic databases or on search engines like Google.After selecting the most pertinent article based on the title’s relevance and the abstract’s content,they download or purchase the article and cite it in their manuscript.Three major elements influence whether an article will be cited in future manuscripts:the keywords,the title,and the abstract.This indicates that these elements are the“key dissemination tools”for research papers.If these three elements are not determined judiciously by authors,it may adversely affect the manuscript’s retrievability,readability,and citation index,which can negatively impact both the author and the journal.In this article,we share our informed perspective on writing strategies to enhance the searchability and citation of medical articles.These strategies are adopted from the principles of search engine optimization,but they do not aim to cheat or manipulate the search engine.Instead,they adopt a reader-centric content writing methodology that targets well-researched keywords to the readers who are searching for them.Reputable journals,such as Nature and the British Medical Journal,emphasize“online searchability”in their author guidelines.We hope that this article will encourage medical authors to approach manuscript drafting from the perspective of“looking inside-out.”In other words,they should not only draft manuscripts around what they want to convey to fellow researchers but also integrate what the readers want to discover.It is a call-to-action to better understand and engage search engine algorithms,so they yield information in a desired and self-learning manner because the“Cloud”is the new stakeholder. 展开更多
关键词 Medical Subject Headings key words Search engine optimization ACCESS CITATION Impact factor
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预应力混凝土变截面箱梁桥防崩钢筋设计方法 被引量:4
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作者 钟新谷 林小雄 舒小娟 《公路交通科技》 CAS CSCD 北大核心 2013年第11期73-77,共5页
预应力混凝土变截面箱梁桥底板崩裂原因众多,未设防崩钢筋或者防崩钢筋设置不足是主要原因之一,因此研究防崩钢筋对防治底板崩裂有现实意义。基于防崩钢筋在工程设计模糊的现状和预应力混凝土变截面箱梁桥底板崩裂事故频发的问题,通过... 预应力混凝土变截面箱梁桥底板崩裂原因众多,未设防崩钢筋或者防崩钢筋设置不足是主要原因之一,因此研究防崩钢筋对防治底板崩裂有现实意义。基于防崩钢筋在工程设计模糊的现状和预应力混凝土变截面箱梁桥底板崩裂事故频发的问题,通过取防崩钢筋离散体进行力学分析,建立了静力学平衡方程,分析推导出防崩钢筋协助波纹管孔肋抗剪和协助孔肋抗拉的作用效应,最后综合推导出防崩钢筋验算公式,并通过工程实例证明了本文研究的合理性。本文所推导的防崩钢筋验算公式可供底板抗崩设计借鉴参考之用。 展开更多
关键词 桥梁工程 预应力混凝土箱梁桥 静力平衡方程 底板崩裂 设计原则 防崩钢筋
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基于实测的混凝土箱梁腹板横向温度效应研究 被引量:4
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作者 聂利英 刘明坡 +1 位作者 朱倩 李杰 《世界桥梁》 北大核心 2016年第3期53-57,共5页
为研究混凝土箱梁腹板横向温度梯度的特征以及横向温度梯度对桥梁结构应力的影响,以某大桥连续刚构辅桥为背景,对混凝土箱梁腹板横向温度效应进行研究。该桥为主跨268m的连续刚构桥,南北走向,分幅布置,墩顶处混凝土箱梁腹板厚度达到1m... 为研究混凝土箱梁腹板横向温度梯度的特征以及横向温度梯度对桥梁结构应力的影响,以某大桥连续刚构辅桥为背景,对混凝土箱梁腹板横向温度效应进行研究。该桥为主跨268m的连续刚构桥,南北走向,分幅布置,墩顶处混凝土箱梁腹板厚度达到1m。基于该桥1年的实测温度,首先使用最小二乘法拟合实测温度,得到箱梁腹板横向正、负温度梯度;然后通过有限元方法计算分析实测温度梯度中考虑与不考虑腹板横向温度梯度时的温度效应。研究结果表明:腹板横向正温度梯度可只考虑单侧腹板,腹板横向负温度梯度则考虑腹板两侧对称布置;考虑腹板横向正温度梯度时,底板上缘拉应力增值较大;考虑腹板横向负温度梯度时,腹板外侧纵向应力由压应力变为拉应力,应力明显增大,混凝土箱梁腹板的横向温度效应在桥梁设计中不可忽略。 展开更多
关键词 桥梁工程 混凝土箱梁 腹板 实测温度 横向温度梯度 温度效应 应力 有限元法
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蝶形拱桥主梁的非线性行为及影响因素分析 被引量:3
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作者 霍学晋 许圣祥 韩立中 《公路交通科技》 CAS CSCD 北大核心 2014年第5期57-65,共9页
蝶形拱桥造型独特其主梁部分的非线性行为规律相对其他拱桥较为难掌握,传统未充分考虑非线性影响的设计方法已不再适用。在自编程序的基础上,全面分析了各种非线性因素下蝶形拱桥主梁部分的非线性行为并研究了外倾角、矢跨比、含钢率等... 蝶形拱桥造型独特其主梁部分的非线性行为规律相对其他拱桥较为难掌握,传统未充分考虑非线性影响的设计方法已不再适用。在自编程序的基础上,全面分析了各种非线性因素下蝶形拱桥主梁部分的非线性行为并研究了外倾角、矢跨比、含钢率等设计参数的影响及规律。结果表明:拱肋单元的梁柱效应对主梁弯矩的影响是不利的,而主梁单元的梁柱效应能够有效地抵消这种不利影响;主梁弯矩的非线性行为规律相对挠度更加复杂;未加载侧边梁的影响系数受偏载距离的影响较大;各梁跨中挠度和弯矩的影响系数均随主拱肋外倾角的增大而增大;主拱肋含钢率和索拱平面间夹角对主梁非线性行为的影响可以忽略。 展开更多
关键词 桥梁工程 非线性行为 增量迭代法 蝶形拱桥 外倾角 矢跨比
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结构与材料参数变化对折线配筋先张梁局部应力的影响 被引量:10
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作者 黄文雄 谭利英 《公路交通科技》 CAS CSCD 北大核心 2012年第1期75-79,共5页
为了深入研究折线配筋先张梁的力学性能,在优化选定的折点半径基础之上,以Ansys有限元分析软件为工具,采用分离式模型,建立了基于三维实体预应力筋单元的折线配筋先张梁非线性有限元分析模型,探讨了折点弯折角度、预应力筋布置间距、混... 为了深入研究折线配筋先张梁的力学性能,在优化选定的折点半径基础之上,以Ansys有限元分析软件为工具,采用分离式模型,建立了基于三维实体预应力筋单元的折线配筋先张梁非线性有限元分析模型,探讨了折点弯折角度、预应力筋布置间距、混凝土强度等级等结构、材料参数变化时先张梁折点局部应力状态与变化规律。研究结果表明:折点弯折角度对折点处σymax影响较小,但较大折角会使折点应力集中程度得到一定缓和;预应力筋间距虽然对折点处应力分布状态影响不大,但需要注意间距较小时在横向上可能产生的应力叠加现象;由于应力水平较低时不同强度等级混凝土的本构关系差别不大,对于预应力筋折点采用优化半径的先张梁,混凝土强度等级变化对折点处应力状态影响较小。 展开更多
关键词 桥梁工程 应力分析 有限元法 折线配筋先张梁 应力集中 结构参数 材料参数
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超声回弹法在桥梁检测中的应用 被引量:3
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作者 路玉 《山东交通科技》 2017年第3期86-87,共2页
结合某桥梁施工建设项目,对桥梁试验检测的一般方法进行简要探讨,并对超声回弹法在桥梁检测中的技术应用情况进行详细的阐述。
关键词 桥梁工程 超声回弹法 检测 无损检测
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有限元法在连续梁落架方案可行性模拟中的应用
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作者 尹忠文 杨军 《筑路机械与施工机械化》 北大核心 2017年第9期64-69,共6页
以某铁路客运专线上的一联预应力混凝土连续梁桥为对象,采用有限元分析软件MIDAS/Civil建立连续梁桥模型,通过改变边界条件的方法来模拟各种工况,得出不同工况下梁体的应力、变形和支座处支座反力。结果表明:土模边跨横向的不均匀落架... 以某铁路客运专线上的一联预应力混凝土连续梁桥为对象,采用有限元分析软件MIDAS/Civil建立连续梁桥模型,通过改变边界条件的方法来模拟各种工况,得出不同工况下梁体的应力、变形和支座处支座反力。结果表明:土模边跨横向的不均匀落架会造成跨中区出现较大拉应力,应横向对称拆除;不移除土模时,拆除右边跨和中跨比仅拆除中跨产生的压应力要小;在拆架前对梁体进行临时堆载,降低未落架梁跨的上挠。 展开更多
关键词 桥梁工程 有限元法 满堂支架法 落架方案
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Arc-length technique for nonlinear finite element analysis 被引量:9
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作者 MEMONBashir-Ahmed 苏小卒 《Journal of Zhejiang University Science》 EI CSCD 2004年第5期618-628,共11页
Nonlinear solution of reinforced concrete structures, particularly complete load-deflection response, requires tracing of the equilibrium path and proper treatment of the limit and bifurcation points. In this regard, ... Nonlinear solution of reinforced concrete structures, particularly complete load-deflection response, requires tracing of the equilibrium path and proper treatment of the limit and bifurcation points. In this regard, ordinary solution techniques lead to instability near the limit points and also have problems in case of snap-through and snap-back. Thus they fail to predict the complete load-displacement response. The arc-length method serves the purpose well in principle, received wide acceptance in finite element analysis, and has been used extensively. However modifications to the basic idea are vital to meet the particular needs of the analysis. This paper reviews some of the recent developments of the method in the last two decades, with particular emphasis on nonlinear finite element analysis of reinforced concrete structures. 展开更多
关键词 Arc-length method Nonlinear analysis Finite element method Reinforced concrete Load-deflection path Document code: A CLC number: TU31 Arc-length technique for nonlinear finite element analysis* MEMON Bashir-Ahmed# SU Xiao-zu (苏小卒) (Department of Structural engineering Tongji University Shanghai 200092 China) E-mail: bashirmemon@sohu.com xiaozub@online.sh.cn Received July 30 2003 revision accepted Sept. 11 2003 Abstract: Nonlinear solution of reinforced concrete structures particularly complete load-deflection response requires tracing of the equilibrium path and proper treatment of the limit and bifurcation points. In this regard ordinary solution techniques lead to instability near the limit points and also have problems in case of snap-through and snap-back. Thus they fail to predict the complete load-displacement response. The arc-length method serves the purpose well in principle received wide acceptance in finite element analysis and has been used extensively. However modifications to the basic idea are vital to meet the particular needs of the analysis. This paper reviews some of the recent developments of the method in the last two decades with particular emphasis on nonlinear finite element analysis of reinforced concrete structures. key words: Arc-length method Nonlinear analysis Finite element method Reinforced concrete Load-deflection path
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