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泵站厂房中吊车竖向荷载下吊车梁最大内力值及作用面的计算方法
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作者 戴康程 叶政权 +2 位作者 葛恒军 陈锐 袁海霞 《城市道桥与防洪》 2012年第11期86-88,28-29,共3页
在厂房中设有吊车来起吊大构件,运行时吊车在吊车梁上移动,对梁产生的最大内力值及作用面在变化;而吊车梁等自重产生的内力值则随截面位置的不同而变化。该文推导用公式一次即能准确计算出吊车梁的最大内力值及作用位置,以便设计吊车梁。
关键词 吊车梁 竖向荷载 最大内力值及作用面 计算方法
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地下圆形衬砌动载等效简易模型及内力极值解
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作者 郭璇 孙文波 +2 位作者 张晓新 岳焕闯 马思远 《振动与冲击》 EI CSCD 北大核心 2017年第20期91-99,共9页
基于能量守恒讨论动荷载的不同等效静力形式,给出地下圆形衬砌动载作用下的拟静力等效简易力学模型,基于自由变形法推导给出瞬间动载的模型内力极值理论解。对比既有地下结构衬砌顶爆及侧爆冲载的试验结果、初步考察建议模型的适用性及... 基于能量守恒讨论动荷载的不同等效静力形式,给出地下圆形衬砌动载作用下的拟静力等效简易力学模型,基于自由变形法推导给出瞬间动载的模型内力极值理论解。对比既有地下结构衬砌顶爆及侧爆冲载的试验结果、初步考察建议模型的适用性及参数效应。对比发现,各种爆冲荷载的等效形式中,三角形荷载的等效选型结果对模型试验结果的适应性较好,初步满足解析解与数值模拟值的对比验证。模型参数效应明确,内力极值解方便工程应用。 展开更多
关键词 地下圆形衬砌 动载 等效简易模型 内力
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轮载下的波形钢腹板箱梁顶板横向内力分析 被引量:6
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作者 赵品 叶见曙 《公路交通科技》 CAS CSCD 北大核心 2013年第10期44-48,79,共6页
对于车辆荷载作用下波形钢腹板箱梁桥面板的横向内力计算,首先将轮载转换为沿桥跨分布的半波正弦荷载,然后将此连续荷载代入到适用于波形钢腹板箱梁的框架分析法模型中,即可求解相应位置处的横向内力值。为了验证此种荷载转换方式的... 对于车辆荷载作用下波形钢腹板箱梁桥面板的横向内力计算,首先将轮载转换为沿桥跨分布的半波正弦荷载,然后将此连续荷载代入到适用于波形钢腹板箱梁的框架分析法模型中,即可求解相应位置处的横向内力值。为了验证此种荷载转换方式的准确性,将计算模型的理论计算值与试验实测值、有限元结果进行了对比分析,分析结果表明:这种通过荷载形式转换后计算得到的理论计算值与实测值、有限元值相比,差值均在10%以内,满足精度要求。进一步对计算模型在多种加载工况下的计算结果进行数值分析验证,包括不同加载位置,不同数量的集中轮载作用等,证实了此种荷载转换形式的可行性。同时,采用公路桥规中有效分布宽度的方法,计算出相应的桥面板横向应力,规范值与上述3种结果相比大30%~40%。 展开更多
关键词 桥梁工程 波形钢腹板箱梁 框架分析法 桥面板 横向内力值 半波正弦荷载
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滨海新区大型深基坑工程数值模拟分析
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作者 刘畅 罗孝敏 +1 位作者 郑刚 李循 《低温建筑技术》 2012年第2期87-88,共2页
基坑工程发展飞速,已经成为城市建设不可或缺的部分,大型深基坑工程的研究备受人们的关注。而且基坑工程面临的周围环境也日趋复杂。深基坑开挖已成为一个重大课题,基坑变形是由多种因素相互耦合而成的。本文采用专业岩土软件,通过三维... 基坑工程发展飞速,已经成为城市建设不可或缺的部分,大型深基坑工程的研究备受人们的关注。而且基坑工程面临的周围环境也日趋复杂。深基坑开挖已成为一个重大课题,基坑变形是由多种因素相互耦合而成的。本文采用专业岩土软件,通过三维数值分析[1],计算得到了地下连续墙支护体系及支撑系统的变形值和内力值,可以在日后类似工程实践中作为参考。 展开更多
关键词 深基坑 地下连续墙支护体系 三维数模拟 变形内力值
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合理确定梁端塑性铰弯矩值及改进钢框架梁连接设计
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作者 张艳霞 《世界地震工程》 CSCD 北大核心 2006年第4期41-46,共6页
多次强震震害表明,梁破坏时梁端截面并未能形成理想塑性铰,而是在梁柱连接处发生脆性破坏。提出了改进钢框架梁连接设计的具体作法,即局部加大梁端焊缝截面的同时,在梁端一定距离处又适当削弱梁翼缘尺寸,合理确定梁端塑性铰弯矩,按梁两... 多次强震震害表明,梁破坏时梁端截面并未能形成理想塑性铰,而是在梁柱连接处发生脆性破坏。提出了改进钢框架梁连接设计的具体作法,即局部加大梁端焊缝截面的同时,在梁端一定距离处又适当削弱梁翼缘尺寸,合理确定梁端塑性铰弯矩,按梁两端出现同向塑性铰求出钢框架梁柱连接、梁的拼接处的内力(M、V)作为多遇地震作用下的调整内力设计值,改进梁柱连接、梁拼接的设计,供工程设计和修订相应规范作参考。 展开更多
关键词 梁端塑性铰弯矩 梁柱连接 梁的拼接 调整内力设计
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非一致地震波动输入下大型钢筋混凝土框架结构-地基体系地震响应规律 被引量:2
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作者 彭浩 高智能 +1 位作者 胡世丽 谷音 《地震工程学报》 CSCD 北大核心 2023年第4期887-893,共7页
为探索非一致地震波动输入对大型钢筋混凝土框架结构地震响应的影响,基于OpenSees软件平台建立二维钢筋混凝土框架结构-地基动力相互作用有限元模型。将El-Centro地震波按P波波形分别以0°、15°、30°和35°角入射该... 为探索非一致地震波动输入对大型钢筋混凝土框架结构地震响应的影响,基于OpenSees软件平台建立二维钢筋混凝土框架结构-地基动力相互作用有限元模型。将El-Centro地震波按P波波形分别以0°、15°、30°和35°角入射该有限元模型进行计算,对比分析框架柱内力和楼层层间位移的地震响应。研究发现非一致地震波输入方法对于大型钢筋混凝土框架结构建筑动力响应影响明显,随着地震波入射角的增大,钢筋混凝土框架结构底层柱的轴力幅值减小,剪力幅值增大,而弯矩幅值变化较小,楼层层间位移幅值也随之增大。研究结果对于大型钢筋混凝土框架结构抗震设计具有参考意义。 展开更多
关键词 结构-地基相互作用 大型钢筋混凝土结构 非一致地震波动输入 内力 层间位移
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预应力空间网架结构一次张拉计算法 被引量:12
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作者 董石麟 卓新 周亚刚 《浙江大学学报(工学版)》 EI CAS CSCD 北大核心 2003年第6期629-633,651,共6页
反复张拉和反复调整预应力杆的内力是目前工程上常用的施工方法,该方法十分麻烦且费时费钱.为此提出了预应力空间网架结构一次张拉计算法,将逐次增加预应力杆的预应力值作为未知数,通过结构力学方法,建立预应力准则方程式并求解之;然后... 反复张拉和反复调整预应力杆的内力是目前工程上常用的施工方法,该方法十分麻烦且费时费钱.为此提出了预应力空间网架结构一次张拉计算法,将逐次增加预应力杆的预应力值作为未知数,通过结构力学方法,建立预应力准则方程式并求解之;然后计算每次预应力时各预应力杆的控制值、后张预应力对先张预应力杆的影响值,以及网架结构杆件内力和节点变位,直至最后一次预应力时,得到各预应力杆的最终设计内力值及网架结构的内力和变位.采用本文方法对文中算例的计算结果说明,预应力杆的内力值在预应力张拉全过程中无须调整,可一次性完成预应力施加的操作过程. 展开更多
关键词 预应力空间 网架结构 一次张拉计算法 结构力学 内力值
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地下水位变化对地铁车站主体结构的影响研究 被引量:4
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作者 王志杰 何晟亚 《铁道建筑》 北大核心 2015年第8期61-63,共3页
为了研究地下水位对地铁车站主体结构的影响,利用ANSYS数值模拟计算在基本荷载组合情况下,不同地下水位的地铁车站主体结构的最大内力值和偏心距。通过比较分析,可以得到不同的地下水位情况下顶板、中板、底板以及侧墙的轴力和弯矩变化... 为了研究地下水位对地铁车站主体结构的影响,利用ANSYS数值模拟计算在基本荷载组合情况下,不同地下水位的地铁车站主体结构的最大内力值和偏心距。通过比较分析,可以得到不同的地下水位情况下顶板、中板、底板以及侧墙的轴力和弯矩变化小,但是中板的偏心距在地下水位距地表10 m,在顶板以下6 m时,有一个最大峰值。虽然地下水位的变化对地铁车站主体结构的影响小,但是仍需对底层中柱底部进行加固。 展开更多
关键词 地下水位 车站主体结构 模拟 最大内力值 偏心距
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材料随机梁的有限元分析
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作者 倪新华 路晓波 +1 位作者 马英忱 刘云庭 《军械工程学院学报》 2001年第4期57-61,共5页
提出一种以柔度为基础的具有随机刚度弯曲梁的有限元公式.在计算过程中,用与刚度均值有关的内力近似表示未知内力值.通过蒙特卡罗模拟可示出刚度的一维可靠性密度函数和相关函数,可用来估算柔度的均值和协方差函数.最后根据新的公式计... 提出一种以柔度为基础的具有随机刚度弯曲梁的有限元公式.在计算过程中,用与刚度均值有关的内力近似表示未知内力值.通过蒙特卡罗模拟可示出刚度的一维可靠性密度函数和相关函数,可用来估算柔度的均值和协方差函数.最后根据新的公式计算出随机梁的均值和协方差. 展开更多
关键词 刚度 未知内力值 可靠性 协方差 有限元分析 随机梁 柔度
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抗震约束下大跨度空间钢结构设计中支吊架的合理选取 被引量:10
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作者 刘影 刘德贵 《地震工程学报》 CSCD 北大核心 2019年第3期631-637,共7页
大跨度空间钢结构设计中,合理选取支吊架对建筑的抗震性有着重要的影响,当前设计过程中未考虑支吊架组合后的抗震性能。综合选取适用于大跨度空间钢结构的支吊架结构,使其具有更优的抗震性能。首先给出目前应用较多的三种结构,其次给出... 大跨度空间钢结构设计中,合理选取支吊架对建筑的抗震性有着重要的影响,当前设计过程中未考虑支吊架组合后的抗震性能。综合选取适用于大跨度空间钢结构的支吊架结构,使其具有更优的抗震性能。首先给出目前应用较多的三种结构,其次给出一定的抗震约束条件,如承载力、应力应变与拉伸变形等。在条件约束下,给出具有抗震能力的支吊架选取模型并给出具体计算示例,选取和组合具有一定抗震能力的大跨度空间钢结构支吊架。结果表明,相较于传统的随机支吊架选取方式,具有抗震能力的模型下支吊架核心钢结构抗震水平明显提升。 展开更多
关键词 大跨度 空间钢结构 支吊架 施工抗震 内力值
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Numerical study of fatigue damage of asphalt concrete using cohesive zone model 被引量:5
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作者 金光来 黄晓明 +1 位作者 张苏龙 梁彦龙 《Journal of Southeast University(English Edition)》 EI CAS 2013年第4期431-435,共5页
In order to investigate the fatigue behavior of asphalt concrete, a new numerical approach based on a bi-linear cohesive zone model (CZM) is developed. Integrated with the CZM, a fatigue damage evolution model is es... In order to investigate the fatigue behavior of asphalt concrete, a new numerical approach based on a bi-linear cohesive zone model (CZM) is developed. Integrated with the CZM, a fatigue damage evolution model is established to indicate the gradual degradation of cohesive properties of asphalt concrete under cyclic loading. Then the model is implemented in the finite element software ABAQUS through a user-defined subroutine. Based on the proposed model, an indirect tensile fatigue test is finally simulated. The fatigue lives obtained through numerical analysis show good agreement with laboratory results. Fatigue damage accumulates in a nonlinear manner during the cyclic loading process and damage initiation phase is the major part of fatigue failure. As the stress ratio increases, the time of the steady damage growth stage decreases significantly. It is found that the proposed fatigue damage evolution model can serve as an accurate and efficient tool for the prediction of fatigue damage of asphalt concrete. 展开更多
关键词 fatigue damage indirect tensile fatigue test asphalt concrete cohesive zone model numerical simulation finite element method
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空心率对楼盖受力性能影响
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作者 李卓键 《建材与装饰》 2017年第29期128-129,共2页
薄壁方箱现浇混凝土空心楼盖是在楼盖内有规则地埋入薄壁方箱空腔内膜,空心率对于空心楼盖的受力性能有很大的影响。地下空间人防结构楼板的荷载设计值比普通建筑结构的大得多,同时要考虑平时和战时两种荷载工况,不同的荷载情况也是影... 薄壁方箱现浇混凝土空心楼盖是在楼盖内有规则地埋入薄壁方箱空腔内膜,空心率对于空心楼盖的受力性能有很大的影响。地下空间人防结构楼板的荷载设计值比普通建筑结构的大得多,同时要考虑平时和战时两种荷载工况,不同的荷载情况也是影响薄壁方箱现浇混凝空心楼盖受力性能的重要因素。 展开更多
关键词 空心率 受力性能 内力值
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Mechanical properties and reinforcement effect of jointed rock mass with pre-stressed bolt 被引量:9
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作者 YANG Wen-dong LUO Guang-yu +4 位作者 BO Chun-jie WANG Ling Lü Xian-xian WANG Ying-nan WANG Xue-peng 《Journal of Central South University》 SCIE EI CAS CSCD 2020年第12期3513-3530,共18页
Pre-stressed bolt anchorage is the key technology for jointed rock masses in rock tunnelling,slope treatment and mining engineering.To investigate the mechanical properties and reinforcement effect of jointed rock mas... Pre-stressed bolt anchorage is the key technology for jointed rock masses in rock tunnelling,slope treatment and mining engineering.To investigate the mechanical properties and reinforcement effect of jointed rock masses with pre-stressed bolts,in this study,uniaxial compression tests were conducted on specimens with different anchoring types and flaw inclination angles.ABAQUS software was used to verify and supplement the laboratory tests.The laws of the uniaxial compressive strength(UCS)obtained from the numerical simulations and laboratory tests were consistent.The results showed that under the same flaw angle,both the UCS and elastic modulus of the bolted specimens were improved compared with those of the specimens without bolts and the improvements increased with an increase in the bolt pre-stress.Under the same anchoring type,the UCS and elastic modulus of the jointed specimens increased with an increase in the flaw angle.The pre-stressed bolt could not only restrain the slip of the specimens along the flaw surface but also change the propagation mode of the secondary cracks and limit the initiation of cracks.In addition,the plot contours of the maximum principal strain and the Tresca stress of the numerical models were influenced by the anchoring type,flaw angle,anchoring angle and bolt position. 展开更多
关键词 jointed rock mass pre-stressed bolt laboratory test numerical simulation
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荷载与结构设计方法课程教学改革探讨与研究 被引量:1
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作者 韩祎 王天 +1 位作者 贾生海 戚乐磊 《陇东学院学报》 2021年第2期99-102,共4页
荷载与结构设计方法课程作为土木工程专业的必修基础课,是后续众多专业课的先修课程,但在实际教学过程中发现该课程内容多、学时少、知识跨度大、教材与新标准新规范不配套、内容滞后等诸多问题,据此进行了教学改革探讨与研究,提出了相... 荷载与结构设计方法课程作为土木工程专业的必修基础课,是后续众多专业课的先修课程,但在实际教学过程中发现该课程内容多、学时少、知识跨度大、教材与新标准新规范不配套、内容滞后等诸多问题,据此进行了教学改革探讨与研究,提出了相应的改进措施及具体实施途径,旨在为后续专业课程的学习及毕业设计中结构计算部分打下良好的基础,改进教学中的不足之处,提升教学效果和教学质量。 展开更多
关键词 荷载与结构设计方法 教学改革探讨 信息化技术 内力组合 案例分析
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Ecological Footprint and Major Driving Forces in West Jilin Province, Northeast China 被引量:16
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作者 WANG Mingquan LIU Jingshuang +1 位作者 WANG Jinda ZHAO Guangying 《Chinese Geographical Science》 SCIE CSCD 2010年第5期434-441,共8页
The environmental impact caused by local people (ecological footprint of consumption, EFc) and the actual environmental impact that the ecosystem burdens (ecological footprint of production, EFp) in West Jilin Pro... The environmental impact caused by local people (ecological footprint of consumption, EFc) and the actual environmental impact that the ecosystem burdens (ecological footprint of production, EFp) in West Jilin Province, Northeast China from 1986 to 2006 were evaluated by using ecological footprint (EF) method. And the major driving forces of EFc and EFp were analyzed by STIRPAT model. Both EFc and EFp showed increasing trends in 1986-2006, accompanied by decreasing ecological deficits but expanding ecological overshoots. Population (P), GDP per capita (A1), quadratic term of GDP per capita (A2), urbanization (Tα1), and quadratic term of urbanization (Ta2) were important influencing factors of EFc, among which Tα2 and Tα1 were the most dominate driving forces of EFc. A1, A2 and Tα2 were important influencing factors of EFp, among which A2 and A1 were the most dominate driving forces of EFp. In 1986-2006, the classical Environmental Kuznets Curve hypothesis did not exist between A2 and EF (both EFc and EFp), but did between Tα2 and EF. The results indicate that enhancing the urbanization process and diversifying economic sources is one of the most effective ways to reduce the environmental impact of West Jilin Province. Moreover, importance should be attached to improve the eco-efficiency of resource exploitation and consumption. 展开更多
关键词 ecological footprint STIRPAT model ecological deficit ecological overshoot West Jilin Province
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Study on the causes and countermeasures for the dislocation of industrial structure in Three Gorges Region 被引量:1
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作者 Zhou Yinzhen Lu Yaobin 《Ecological Economy》 2006年第1期81-88,共8页
In this paper, the dislocation of industrial structure refers to the inconsisency benveen employment structure and output structure in three industrles. Dnring the past over ten years, with the development of the Thre... In this paper, the dislocation of industrial structure refers to the inconsisency benveen employment structure and output structure in three industrles. Dnring the past over ten years, with the development of the Three Gorges regional social and economic, the industrial structure has optimized and upgraded constantly. However, for kinds of reasons, employment structure transference has lagged far behind output structure transference. In This paper, we try to analyze the causes of dislocation of the Three Gorges Regional industrial structure in analytical method of dislocation of industrial structure, and put forward the fundamental measures to optimize industrial stracture and promote sustainable development of the regional economy. 展开更多
关键词 Three Gorges Region (TGR): Dislocation of industrial structure CAUSE COUNTERMEASURE
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Regional Disparities in China's Mainland at Provincial Level Between 2000 and 2005
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作者 Zhao Jimin Liu Weidong 《Chinese Journal of Population,Resources and Environment》 2009年第3期42-47,共6页
Based on the methodology provided by Organization for Economic Co-operation and Development,we analyze regional disparities in China's mainland at provincial level between 2000 and 2005.It regards regional GDP gro... Based on the methodology provided by Organization for Economic Co-operation and Development,we analyze regional disparities in China's mainland at provincial level between 2000 and 2005.It regards regional GDP growth as the joint result of contribution of a number of factors,i.e.capital productivity,capital per manpower,specialization,employment rate,active population,and population.The results show that for all provincial units,capital per manpower is a dominant contributing factor to the growth of GDP per capita during the period from 2000 to 2005 while capital productivity has quite significant negative impacts.Specialization contributes differently in different provinces.In most provincial units,employment rate and age activity have a positive impact on growth of GDP per capita,though not very significantly. 展开更多
关键词 regional disparity factor decomposition GDP per capita GDP share
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DNS analysis of incipient drop impact dynamics using an accurate level set method 被引量:2
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作者 Min Chai Kun Luo +2 位作者 Changxiao Shao Song Chen Jianren Fan 《Chinese Journal of Chemical Engineering》 SCIE EI CAS CSCD 2017年第1期1-10,共10页
A series of 2D direct numerical simulations were performed with an accurate level set method for single drop impacts.The adopted ACLS method was validated to be efficient with perfect mass conservation in both normal ... A series of 2D direct numerical simulations were performed with an accurate level set method for single drop impacts.The adopted ACLS method was validated to be efficient with perfect mass conservation in both normal and oblique impacts.A square-root correction for neck bases was modified in accuracy as well as scope of applications.In addition,process of jet formation and evolution was studied to reveal internal dynamics in drop impacts.It's found that pressure gradient and vortex are coexisting and completive reasons for jet topology while the inclined angle has a significant effect on them.Mechanisms of jet formation and evolution are different in the front and back necks.With the help of PDF distribution and correction calculation,a compromise in the competition is observed.This work lays a solid foundation for further studies of dynamics in gas-liquid flows. 展开更多
关键词 Numerical simulation Accurate level set Gas-liquid flow Interface Mechanism completion Compromise
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Comparison of Perturbation Theory and Mean Spherical Approximation Based on Molecular Simulation Data
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作者 刘文彬 李以圭 陆九芳 《Chinese Journal of Chemical Engineering》 SCIE EI CAS CSCD 1999年第1期10-19,共10页
A comprehensive study on various internal energies for the dipolar hard sphere fluids, including Stockmayer fluids, the mixtures of Lennard-Jones and Stockmayer and Stockmayer fluids and the electrolyte solutions is r... A comprehensive study on various internal energies for the dipolar hard sphere fluids, including Stockmayer fluids, the mixtures of Lennard-Jones and Stockmayer and Stockmayer fluids and the electrolyte solutions is reported based on the perturbation theory and mean spherical approximation. Compared with the results of molecular simulations, it is shown that the perturbation theory is better than the mean spherical approximation. 展开更多
关键词 perturbation theory mean spherical approximation molecular simulation internal energies
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The Eurozone: North and South 1999-2010 Some Thoughts About the Long Term Dynamic Forces in the EMU
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作者 Antonin Rusek 《Journal of Modern Accounting and Auditing》 2011年第7期767-772,共6页
Do Eurozone's countries converge or diverge over time? In this paper, the issue of the Eurozone cohesion is analyzed, with emphasis on the North-South axis. The dynamics of 10 economic variables covered the general ... Do Eurozone's countries converge or diverge over time? In this paper, the issue of the Eurozone cohesion is analyzed, with emphasis on the North-South axis. The dynamics of 10 economic variables covered the general performance (GDP, consumption), price environment (prices and interest rates), both public and private financial variables and competitiveness (real effective exchange rates, unit labor costs etc.). The complex analysis of the data indicates that whereas in the most of analyzed variables neither convergence nor divergence can be identified, in the all important competitiveness area the long term divergence between the North and the South of the Eurozone is undeniable. Unless addressed, this dynamics may constitute significant, and perhaps ultimate, threats to the Eurozone cohesion and perhaps to its existence. 展开更多
关键词 EUROZONE north and south real convergence real divergence
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