查询词典 span loading
- 与 span loading 相关的网络例句 [注:此内容来源于网络,仅供参考]
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The paper carries out mechanical analysis of the weight distributing of goods in loading container based on analysis of packing and tansporting environment, and draws the formula of the ratio of the weight of loading goods and the maximum loading weight W/W0, and the length distributing ratio of loading goods α=l/L under the condition that the bending quadrature produced by part load is within the range of the maximum bending quadrature. It also gives the graph that the sum deflection of mudsill and underside girder can reach high-point value with the length of bottom distributing varying, when the loading amounts of container of 20ft and 40ft are given. Furthermore, it provides the relation graph of an eccentric rate of loading goods and the allowed loading amount. For on-site safety loading work, it has certain guidance and reference value.
在分析包装件运输环境的基础上,对装载集装箱的货物重量分布进行了力学分析,得出局部负荷产生的弯矩如在最大容许弯矩范围以内时,装载货物重量与最大载货重量之比W/W0,同装载货物的长度分布率α=l/L的关系式;绘出了20 ft和40 ft集装箱在装货量一定时,随着货物底分布长度的变化,底梁和下侧梁之合计挠度达到极限值的曲线图;绘出了装载货物的偏心率与容许装货重量的关系图;对现场安全装载作业有一定的指导作用和参考价值。
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The mechanical behavior of Shape Memory Alloys material is tested, and the constitutive model of the SMA is established. A kind of SMA combined rubber isolator is developed, and the isolation effect of the SMA combined rubber isolator for long-span bridge and tall building structures is numerically simulated, from which the adaptive isolation performance and the self-restoring capacity of the SMA combined rubber isolator are verified. A kind of SMA damper is developed, the mechanical behavior of the SMA damper is tested, and the model of restoring force of the SMA damper is established. The theory and method of adaptive control based on the SMA damper for the long-span bridge are built, and the effectiveness and reliability of the adaptive control for the long-span bridge using the SMA damper are verified through numerical simulation and model test. The MRF-04K type magnetorheological damper is developed, the mechanical behavior of the MR damper is tested, and the model of restoring force of the MR damper is established. The theory and method of adaptive control based on the MR damper for the long-span bridge and tall building structures are built, and the effectiveness and reliability of the adaptive control for the long-span bridge and tall building structures using the MR damper are verified through numerical simulation and model test. In addition, the theory and method of sub-structural damage identification for long-span bridge are derived, the influence of soil-structure dynamic interaction on the seismic isolation and control effects with different isolation and control measures and the damage responses and the sliding base-isolation of large structures under the excitation of underground explosion are investigated.
试验研究了形状记忆合金材料的力学性能,建立了SMA材料的本构模型;研制了一种SMA复合橡胶隔震支座,数值仿真分析了应用SMA复合橡胶支座的大跨桥梁和高层建筑结构的隔震效果,从而验证了SMA复合橡胶支座的自适应隔震性能及其震后自恢复能力;研制了一种SMA阻尼器,试验研究了SMA阻尼器的力学性能,建立了SMA阻尼器的恢复力模型,建立了基于SMA阻尼器的大跨桥梁结构自适应控制理论与方法,通过数值仿真与模型试验验证了大跨桥梁结构SMA阻尼器自适应控制的有效性与可靠性;研制了一种MRF-04K型磁流变阻尼器,试验研究了MR阻尼器的力学性能,建立了MR阻尼器的恢复力模型,建立了基于MR阻尼器的大跨桥梁和高层建筑结构的自适应控制理论与方法,通过数值仿真和模型试验验证了大跨桥梁和高层建筑结构MR阻尼器自适应控制的有效性与可靠性;还建立了大跨桥梁结构的子结构损伤识别的理论与方法,研究了土-结构动力相互作用对不同隔震和控制措施的减震控制效果的影响以及地下爆炸波作用下各类大型结构的灾害响应与滑移隔震。
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The researches show that self-stability span is synthetical reflection of surrounding rock stability, so sub-classification standard can be constituted based on it. Surrounding rock self-stability span can divide into long-term stability span, basic stability span, temporary stability span and instability span.
研究结果显示:围岩自稳跨度是围岩自稳性的综合反映,围岩自稳跨度可分为长期稳定跨度、基本稳定跨度、暂时稳定跨度和不稳定跨度。
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The invention also provides a relative method for software loading, which comprises: when the service single plate needs software loading, fixing one loading processing unit that not reach the loading processing limit in several loading processing units, to process the following software loading for the service single plate.
本发明还提供了一种软件加载的实现方法,当业务单板需要进行软件加载时,在可以处理软件加载任务的多个加载处理单元中确定一个尚未达到加载处理极限的加载处理单元,并由该加载处理单元为需要进行软件加载的所述业务单板进行后续软件加载过程。
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The invention relates to a software loading system, which comprises: at least one service single plate, a communication manage unit, a load balance unit, at least two loading processing units and a data strategy server, wherein said devices are matched, to confirm that loading processing unit can process the software loading on the service single plate when one of several loading processing units do not reach the loading processing limit.
本发明提供了一种软件加载系统,包括:至少一个业务单板、通信管理单元、负载均衡单元、至少两个加载处理单元以及数据策略服务器,这些器件相互配合,以保证多个加载处理单元中的一个尚未达到加载处理极限的加载处理单元能够为业务单板进行软件加载过程。
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The system has the advantages of synchronous and independent highland stress loading, high loading automation degree and loading accuracy, more loading functions, the realization of the axial loading opening of a cavity, high rigidity of the loading system, good integral stability, simple and convenient operation and so on.
本发明具有同步、独立、高地应力加载,加载自动化程度和加载精度高,加载功能多,实现洞室轴向加载开洞,加载系统刚度高、整体稳定性好、操作简单方便等优点。
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Based on the present findings, it appears that all the Taiwan WAIS-Ⅲ working memory index, the single Arithmetic and the Digit Span subtests, and the span scores of the Digit Span subtest could adequately discriminate individuals without working memory impairment, but had poor sensitivity on detecting the patients who evidenced working memory impairment. Accordingly, it is suggested that clinicians should gauge the working memory index by a composite of the Arithmetic, the Digit Span, and the Letter-Number Sequencing subtests if possible. Otherwise, a caveat should be taken with care to interpret the working memory index, as estimated by a composite of the Arithmetic and the Digit Span subtests, because the chance of the increasing false negative rate becomes ineludible.
综合上述,显见WAIS-Ⅲ中文版中之工作记忆指数、单一算术及单一记忆广度分测验、或记忆广度分测验之各项广度值在区分患者有无工作记忆功能异常上皆拥有良好之区辨力,但对侦测工作记忆功能异常患者的敏感度普遍不佳,建议临床工作者应尽量取得算术、记忆广度、与数-字序列等三项分测验组合所估算之工作记忆指数;若在有限条件下,临床工作者仅能以算术与记忆广度两项分测验之组合所估算之工作记忆指数来评估受试者工作记忆,应留意假阴性比例上升的问题。
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The prior cycles with higher axial stress and larger strain range greatly restrains ratchetting strain of subsequent cycling with lower ones. Creep behavior plays an important role in the ratchetting strain and its influence on ratchetting behavior can not be neglected. Fracture morphology characteristics of two kinds of materials were investigated by scanning electron microscope. It shows that failure of material A is induced by cavitation and that of material B is induced by decohesion. For material A, with the decreasing strain amplitude the fracture surface shows more larger diameter globular particles under uniaxial loading and can be seen more obvious and deep crack under multiaxial loading. However for material B, with the decreasing strain amplitude fracture surface shows larger and larger scalelike shape and becomes more smooth under uniaxial loading, but fracture surface under multiaxial loading looks like more smooth than that of uniaxial loading, and shows gradually wave-like morphology.
通过扫描电子显微镜研究表明:材料A为空穴引起的失效,材料B为剥离导致疲劳破坏;随着载荷幅值的减小,材料A在单轴载荷下,断口表面浮出更多更大直径的球状颗粒,而多轴载荷下,可以看到很深的裂纹;随着载荷幅值的减小,材料B在单轴载荷下,断口表面鱼鳞片越来越大,表面越来越平整,而多轴载荷与单轴载荷相比,断口表面看上去更加平整,并且随着载荷幅值的减小,断口逐渐呈现波浪形貌;通过微观的傅立叶变换红外光谱分析,结果表明随着应变幅值的增加,无论载荷是单轴还是多轴状态下,橡胶材料吸光度比值随着幅值的增加而增加,这说明体系中的结晶含量也随之增加。
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In the test model, a new type joint connection of one-way hinge is put forward for achieving pure-hinge connection; In the shape forming test, because of the little post-tensioning forces, a new type loading method of twisting nut for drawing wire is put forward in stead of jack tensioning for solving the questions, such as super-tensioning and the nonuniform rate of loading; In the loadtest, a new type vertical loading system of multiple-point fixed pulley is put forward for solving the questions, such as more loading points and larger vertical force at one loading point.
试验模型中,为了实现纯铰接连接,提出了一种新型的单向铰节点连接形式;成形试验中,由于后张拉力较小,提出了一种新型拧螺母抽钢丝的加载方法,很好的解决了千斤顶易超张拉和加载速率不均匀等问题;承载力试验中,为了解决加载点较多、单点加载较大的问题,提出了一种新型多点定滑轮竖向加载系统。
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In the test model, a new type joint connection of one-way hinge is put forward for achieving pure-hinge connection; In the shape forming test, because of the little post-tensioning forces, a new type loading method of twisting nut for drawing wire is put forward in stead of jack tensioning for solving the questions, such as super-tensioning and the nonuniform rate of loading; In the load test, a new type vertical loading system of multiple-point fixed pulley is put forward for solving the questions, such as more loading points and larger vertical force at one loading point.
试验模型中,为了实现纯铰接连接,提出了一种新型的单向铰节点连接形式;成形试验中,由于后张拉力较小,提出了一种新型拧螺母抽钢丝的加载方法,很好的解决了千斤顶易超张拉和加载速率不均匀等问题;承载力试验中,为了解决加载点较多、单点加载较大的问题,提出了一种新型多点定滑轮竖向加载系统。
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But if anyone walks in the night, he stumbles, because the light is not in him.
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你的要求太过分了。