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1.
Comprehensive tests on Hangzhou intact soft clay were performed, which were used to obtain the soils’ critical response to undrained dynamic stress paths under different combinations of principal stress orientation. The different combinations included cyclic principal stress rotation (CPSR for short), cyclic shear with abrupt change of principal stress orientation (CAPSO for short) and cyclic shear with fixed principal stress orientation (CFPSO for short). On one side, under all these stress paths, samples have obvious strain inflection points and shear bands, and the excess pore water pressure is far from the level of initial effective confining pressure at failure. Stress paths of major principal stress orientation (α) alternating from negative and positive have quite different influence on soil’s properties with those in which α is kept negative or positive. On the other side, due to the soil’s strongly initial anisotropy, samples under double-amplitudes CPSR and CAPSO (or single-amplitude CPSR and CFPSO) have similar properties on dynamic shear strength and pore water pressure development tendency when α is kept within ±45°, while have quite different properties when α oversteps ±45°.  相似文献   

2.
裤子是我们现代人穿用的一种服装类型,不管是西方还是东方,裤装的发展与演变都有着悠久的历史,又因各自文化的不同,呈现出较大的差别。文章概述中西裤装发展的不同历程与特点,由此分析中西裤装的特色及文化差异。  相似文献   

3.
微波遥感的发展与应用   总被引:2,自引:0,他引:2  
微波遥感作为遥感技术的一个分支,是20世纪70年代发展起来的一门年轻的学科.着重以我国微波遥感发展的历程为例,回顾了三十多年来微波遥感领域学术与技术的迅速发展,比较分析了微波遥感对于可见光和红外遥感有着不可比拟的优越性,因而在海洋、冰雪、大气、测绘、农业、灾害监测等方面都有着广泛的应用.同时提出了目前我国在微波遥感领域存在的若干不足并指出了今后的研究方向.  相似文献   

4.
在梯度胶片制作系统的设计中,为了完成制胶系统上位机数据计算、图形显示、系统管理软件的设计,采用Matlab函数根据采样数据合出步进电机进给控制曲线,结合VB将曲线和数据显示在人机交互界面上,将所计算的参数提供给下位控制系统,系统通过曲线插补计算对步进电机进行控制来完成胶片制作.经实践检验,这种方法所设计的监控程序功能完善、界面良好、操作方便.  相似文献   

5.
胶原修饰反应的专一性   总被引:1,自引:0,他引:1  
对胶原修饰反应的专一性进行研究,有助于进一步研究皮革的鞣制机理.本文采用亚硝酸钠法、丁二酮法分别研究了氨基、胍基修饰反应的专一性,并通过氨基酸分析等方法,获得了专一性数据.结果显示,去氨基反应中,赖氨酸的去除率达到91%,精氨酸损失仅为4.1%,表明去氨基反应专一性较强;而在去胍基反应中,精氨酸的去除率约为83%,但是组氨酸、赖氨酸和酪氨酸的损失都在20%以上,表明去胍基反应专一性不强,但操作过程相对简单,蛋白质结构损伤不大.  相似文献   

6.
探讨了以亚麻油、丙三醇、苯酐为原料制备油改性醇酸树脂的方法及催化剂对合成工艺性能的影响.  相似文献   

7.
校报是高校的“机关报”,起着宣传学校办学思想,弘扬主弦律的重要作用。随着数字化媒体的高速发展和有力冲击,校报怎样办出特色,让大家喜闻乐见,值得我们深思。本文就如何更好地发挥校报的舆论导向功能,如何使校报突出个性化作探讨。  相似文献   

8.
基于EPS格式条形码的图形识别   总被引:1,自引:0,他引:1  
由于EPS格式为矢量类文件,无分辨率可言,很难利用数字图像处理技术来识别。针对EPS格式条形码识别过程中存在诸如受黑墨扩展因素造成了条码的条和空的比例不符,无法准确识别出正确的条码等问题,提出了一种基于二进制法解析EPS格式条形码,并对其进行识别,判断条码的准确度,这样可以提前检测出EPS格式条码的错误。对不同放大系数的条形码进行分析,从而避免生成胶片和印刷时的误差和浪费。实验结果证明效果显著。  相似文献   

9.
我国加入世贸组织之后,国民经济发展面临着新的机遇和挑战,同时,与经济发展密切相连的金融财税领域也迎来了新的挑战.文中总结了涉税案件移送司法机关处理中存在的问题,并就今后的研究重点和发展方向提出了一些建议,为税务行政执法与司法处理的衔接奠定坚实基础.  相似文献   

10.
为解决推进剂的脱湿问题合成出了3-烯丙基-5,5-二甲基海因(ADMH),并将其与甲基丙烯酸β-羟乙酯和丙烯腈两种单体进行反应物配比不同的共聚,得到3个共聚物键合剂.将其应用到NEPE推进剂的某个配方中,进行了力学性能测试.试验结果表明,ADMH可有效提高推进剂在常温、高温和低温时的最大抗拉强度、最大延伸率和断裂延伸率;3个聚合物键合剂可大幅度提高最大抗拉强度,但对延伸率的提高还有待研究.  相似文献   

11.
为探讨梁轨非线性互制作用下连续梁桥上双块式无砟轨道系统静动力荷载下结构响应,预测桥上无砟轨道结构的疲劳寿命,基于梁轨相互作用原理与车辆-轨道-桥梁耦合动力学原理,以昌景黄铁路某(40+64+40)m连续梁为研究对象,采用有限元方法建立了考虑桥梁、支座、底座板、道床板、扣件和钢轨等构件及结构层间非线性约束的连续梁-CRTS双块式无砟轨道的一体化空间分析模型,研究列车静活载作用下桥梁、道床板、底座板及钢轨的动力响应特性与无缝线路纵向力分布规律,分析连续梁桥上无砟轨道结构疲劳特性。结果表明:温度荷载作用下钢轨最大压应力位于连续梁两端,最大拉应力位于桥梁跨中;竖向荷载作用下钢轨最大拉应力位于连续梁桥墩,最大压应力位于桥梁跨中;制动荷载作用下钢轨拉、压应力极值均位于桥梁桥墩;钢轨纵向力由温度荷载控制,最大应力为143.1 MPa,满足规范要求;列车动载作用下,简支梁和连续梁上钢轨最大拉、压应力相当,道床板最大拉应力出现在连续梁跨中限位凹槽附近,其板底拉应力大于板顶,底座板最大拉应力出现在连续梁主墩附近,且板顶和板底的拉、压应力基本相同;列车动载作用下,钢轨最易破坏处寿命约27.1 a,道床板和底...  相似文献   

12.
在结构特点分析的基础上,考虑层间传力关系和横向相邻股道的影响,建立了大跨度连续梁桥上CRTSⅡ型板式无砟轨道纵向力计算的空间一体化模型和求解方法。计算分析了列车制动和温度变化作用下底座板伸缩刚度对大跨度连续梁桥上CRTSⅡ型板式无砟轨道纵向力的影响规律,结果表明:列车制动和温度变化作用下系统纵向力变化规律相同,随着底座板伸缩刚度降低,钢轨和桥梁墩台纵向力增加,复合板、剪力齿槽和端刺纵向力减小。  相似文献   

13.
为了研究钢管混凝土(CFST)组合桥墩的抗震性能,对5个桥墩试件进行低周反复加载试验,研究轴压比、配箍率、纵筋率和剪跨比对试件骨架曲线、承载能力、位移延性、刚度退化和耗能能力的影响. 建立有限元模型模拟钢管混凝土组合桥墩在水平反复荷载作用下的滞回性能,数值计算结果与试验实测值吻合较好. 采用该有限元模型扩充结构参数范围,进一步分析各参数对组合桥墩抗震性能的影响. 试验及数值模拟结果表明:组合桥墩试件的水平侧移刚度和承载力随轴压比的增加而提高,但位移延性和耗能能力变差;提高配箍率或纵筋率均可改善组合桥墩的抗震性能;剪跨比是影响试件破坏模式的重要因素,随着剪跨比的增加,试件的水平承载力和侧移刚度降低,但变形和耗能能力明显提高.  相似文献   

14.
Considering the CRTS-II track slab, which is commonly used in the Chinese high-speed railway system, a vehicle-track-bridge dynamic analysis method is proposed in which the vehicle subsystem equations are established by the rigid body dynamics method, the track subsystem and the bridge subsystem equations are established by the FEM, the wheel-rail contact relation is defined by the corresponding assumption in vertical direction and the Kalker linear creep theory in lateral direction. The in-span spring element is derived to model the track-bridge interaction; the equal-band-width storage is adopted to fit the track structure with multilayer uniform section beam; and the dynamic equilibrium equations are solved by the inter-history iteration method. As a case study, the response of a CRH2 high-speed train transverses a simply-supported bridge with successive 31.5 m double bound pre-stress beams is simulated. The result shows that using the vehicle-track-bridge interaction model instead of the vehicle-bridge interaction model helps predict the rotation angle at beam ends and choose an economic beam vertical stiffness.  相似文献   

15.
风荷载作用效应的精确分析是对"V"型峡谷桥址处平衡悬臂工法施工的高墩大跨连续刚构桥的结构安全性的重要保证。以1座最高主墩153 m,跨径组合85 m+4×160 m+85 m的连续刚构桥为例,依据其桥址处的风环境确定了上、下部结构的风冲击模型,并在最大悬臂工况下与静风荷载进行对比分析后对桥的抗风构造进行了优化。结果表明:高墩的位移与应力,构造的动风载模型效应比静力风载的大3倍以上;增加的风撑横系梁构造可最大减小墩顶的应力与位移的73.9%;墩顶在最大悬臂阶段出现侧向最大位移11.9 cm,桥墩墩底截面拉应力1.65 MPa,虽未超过容许值,但应考虑采取适当的抗风措施。  相似文献   

16.
为探究基础冲刷与桥梁车激动力行为变化的内在关系,推进基于动力的冲刷识别研究,建立可模拟移动车辆匀速、制动和变速行驶激励的车桥耦合振动分析模型,依托预应力混凝土连续梁桥工程实例,通过数值仿真方法系统研究了基础冲刷对不同行驶状态车辆激励下桥梁动力行为时域和频域特性的影响规律。结果表明:受冲刷桥墩的局部振动模态频率随冲刷深度增加而明显减小,未受冲刷桥墩的模态频率无明显变化。随冲刷深度由1 m增加至4 m,多种行驶状态车辆激励下,桥梁墩顶的纵向位移和加速度响应峰值均显著增大;同一冲刷水平下,车辆制动激励下墩顶纵向位移和加速度响应的峰值最大,且相较于无冲刷工况,响应峰值增幅分别线性增加至72.72%和56.26%;同时,冲刷敏感响应的频谱幅值显著上升,中心频率向低频偏移。研究结果将为基于车激动力响应的桥梁基础冲刷识别提供可行的动力指标和理论基础。  相似文献   

17.
简支深肋组合扁梁抗弯刚度   总被引:1,自引:0,他引:1  
通过试验和ANSYS有限元数值模拟的方法研究了简支深肋组合扁梁的受力性能和受力过程中截面的应力、应变的分布规律,并通过材料力学理论和结合试验量测结果对梁截面的抗弯刚度及简支梁的平均刚度进行了分析。验证了简支深肋组合扁梁的弹性受力分析中采用的平截面假定的合理性,并提出了简支梁深肋组合扁梁抗弯刚度的计算方法。  相似文献   

18.
A new mechanics model, which reveals additional longitudinal force transmission between the continuously welded rails and the bridges, is established on the fact that the influence of the mutual relative displacement among the rail, the sleeper and the beam is taken into account. An example is presented and numerical results are compared. The results show that the additional longitudinal forces calculated with the new model are less than those of the previous, especially in the case of the flexible pier bridges. The new model is also suitable for the analysis of the additional longitudinal force transmission between rails and bridges of ballastless track with small resistance fasteners without taking the sleeper displacement into account, and compared with the ballast bridges, the ballastless bridges have a much stronger additional longitudinal force transmission between the continuously welded rails and the bridges.  相似文献   

19.
根据高墩弯连续刚构桥从裸墩、悬臂浇筑施工到成桥各阶段的受力特点,将成桥后主梁对主墩的约束作用简化为等效约束刚度的弹簧,利用Hamilton原理,推导高墩自体、悬浇施工以及成桥阶段的动力稳定方程,进一步退化为静力稳定问题,得到了静力稳定系数表达式,并分析了诸因素对高墩弯连续刚构桥稳定性的影响.从而寻求高墩大跨弯连续刚构桥梁空间稳定性的实用简便算法.通过实例分析,验证其计算结果的可靠性.  相似文献   

20.
China railways track structure II (CRTS II) slab ballastless track on bridge is one kind of track structures unique to China. Its main bearing component of longitudinal force is the continuous base plate rather than rail. And the track-bridge interaction is weakened by the sliding layer installed between base plate and bridge deck. In order to study the dynamic response of CRTS II slab ballastless track on bridge under seismic action, a 3D nonlinear dynamic model for simply-supported bridges and CRTS II track was established, which considered structures such as steel rail, fasteners, track plate, mortar layer, base plate, sliding layer, bridge, consolidation, anchors, stoppers, etc. Then its force and deformation features under different intensities of seismic excitation were studied. As revealed, the seismic response of the system increases with the increase of seismic intensity. The peak stresses of rail, track plate and base plate all occur at the abutment or anchors. Both track plate and base plate are about to crack. Besides, the rapid relative displacement between base plate and bridge deck due to the small friction coefficient of sliding layer is beneficial to improve the seismic performance of the system. During the earthquake, a large vertical displacement appears in base plate which leads to frequent collisions between stoppers and base plate, as a result, stoppers may be damaged.  相似文献   

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