共查询到20条相似文献,搜索用时 203 毫秒
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目前,随着我国的科学技术以及交通运输的高速发展,连续刚构桥得到了广泛的应用和发展,并向大跨、轻柔方向发展,导致结构温度问题、温度问题、抗震问题日益突出。研究高墩大跨连续刚构桥的力学性能仍然是必要的,本文着重研究了薄壁高墩大跨连续刚构在温度效用下的稳定问题,研究结果表明温度效益对稳定的影响比较小,分析了温度效益在薄壁高墩中产生的应力,结果显示在墩顶的墩梁连接处和墩底固结处产生较大的温度应力。 相似文献
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高墩稳定问题的求解方法及应用 总被引:1,自引:0,他引:1
介绍桥梁结构2类稳定问题及求解方法,对具体实例进行分析,说明进行第2类稳定性分析的必要性以及在高墩的设计计算中可适当放宽位移限值的要求。 相似文献
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为研究高墩大跨连续刚构桥的概念设计,基于实际设计项目,综合考虑桥梁的高墩、大跨、曲线桥特点和桥位处的强地震、高风速、严寒区等自然环境因素,从选线、桥型、景观、跨径、尺寸、刚度、稳定、抗震、施工、造价、材料和结构验算等角度出发,分析总结了高墩大跨连续刚构桥的设计思路及注意事项,从而为同类桥梁设计提供参考方法。 相似文献
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在软岩大断面隧道施工过程中,围岩稳定性控制难度很大。依托宝兰客专古城岭隧道的勘察设计资料、施工工艺和监测数据,建立符合工程实际的基本数值模型,分析软岩大断面隧道的变形特点,揭示仰拱步距和台阶长度对初期支护变形的影响规律。根据模拟试验结果指导古城岭隧道大变形区段施工,将初期支护累计变形减小了70%。 相似文献
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Mobile manipulators operating in field environments will be required to apply large forces, or manipulate large loads, and to perform such tasks on uneven terrain which may cause the system to approach, or reach, a dangerous tipover instability. To avoid tipover in an automatic system, or to provide a human operator with an indication of proximity to tipover, it is necessary to define a measure of available stability margin. This work presents a new tipover stability measure (the Force-Angle stability measure) which has a simple geometric interpretation, is easily computed, and is sensitive to changes in Center of Mass height. The proposed metric is applicable to systems subject to inertial and external forces, operating over even or uneven terrains. Requirements for computation and implementation of the measure are described, and several different categories of application of the measure are presented along with useful normalizations. Performance of the Force-Angle measure is demonstrated and compared with that of other stability margin measures using a forestry vehicle simulation. Results show the importance of considering both center-of-mass height and system heaviness, and confirm the effectiveness of the Force-Angle measure in monitoring the tipover stability margin. 相似文献
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Evangelos Papadopoulos Daniel A. Rey 《Vehicle System Dynamics: International Journal of Vehicle Mechanics and Mobility》2000,33(1):29-48
Mobile manipulators operating in field environments will be required to apply large forces, or manipulate large loads, and to perform such tasks on uneven terrain which may cause the system to approach, or reach, a dangerous tipover instability. To avoid tipover in an automatic system, or to provide a human operator with an indication of proximity to tipover, it is necessary to define a measure of available stability margin. This work presents a new tipover stability measure (the Force-Angle stability measure) which has a simple geometric interpretation, is easily computed, and is sensitive to changes in Center of Mass height. The proposed metric is applicable to systems subject to inertial and external forces, operating over even or uneven terrains. Requirements for computation and implementation of the measure are described, and several different categories of application of the measure are presented along with useful normalizations. Performance of the Force-Angle measure is demonstrated and compared with that of other stability margin measures using a forestry vehicle simulation. Results show the importance of considering both center-of-mass height and system heaviness, and confirm the effectiveness of the Force-Angle measure in monitoring the tipover stability margin. 相似文献
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研究了膨胀土边坡的稳定性分析.相对于普通土体,膨胀土的多孔隙性以及膨胀性对其边坡的稳定性有重要的影响.由于以上两点原因,膨胀土边坡常发生浅层滑动.为了分析其浅层稳定性,利用极限分析原理,建立了圆弧状的破坏机构,将膨胀力视为外力作用与滑动体上.在计算其内外功率的基础上,提出了浅层稳定性的问题的数学表达式.经过计算,结果表明其稳定性问题受孔隙性的影响较大. 相似文献
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以内蒙古G209线贾家湾大桥空心薄壁高墩为例,采用大型有限元软件MIDAS建立了有限元模型,并对其进行了4种不同温度工况下的线弹性和几何非线性稳定性分析,得到了考虑几何非线性影响的稳定性分析结果比线弹性情况低,且同一温度荷载作用下高墩的顺桥向较横桥向更容易失稳,故施工中有必要增加贾家湾大桥顺桥向的刚度。 相似文献
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为有效提高花岗岩沥青混合料水稳定性能,通过试验检测了花岗岩集料的各项技术指标;对使用不同细集料、不同抗剥落剂的花岗岩沥青混合料分别进行了配合比设计和路用性能验证;利用常规水稳定性能试验和汉堡车辙试验对各种花岗岩沥青混合料的水稳定性能进行了测试。结果表明:采用石灰岩细集料能够有效提高花岗岩沥青混合料的水稳定性能;掺加消石灰或水泥均能大幅度改善花岗岩沥青混合料的水稳定性能,消石灰的改善效果最优。 相似文献
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