美国论文代写：张拉整体结构的特点
美国论文代写：张拉整体结构的特点。首先张拉整体结构被认为比其他结构具有更大的承载能力。它们的承重能力与任何其他类似重量的结构相比将会高得多。其次，相比之下，它们的重量非常轻，这使得它们适用于即使在高重量元素被认为是危险的情况下使用(Skelton等人，2001年)。他们发现有一个更强的阻力，这是一个更可观的强度，因为他们有更好的承载能力，即使在一个更轻的重量。这导致他们不需要任何其他更强大的支持。接下来美国论文代写专家将对张拉整体结构的特点进行以下分析。
在其他张拉整体的方法中，重力的影响不需要在更高的程度上考虑。它们可以不考虑重力的原因是，它们是通过自身的压缩力和拉力稳定在位置上的。撑杆的压缩力和预应力索的拉力帮助结构保持其重力。预应变也被使用，因为预应变将被用作预应力，特别是如果结构被认为是静定的(Sultan et al.， 2001)。
它们也是对映的，因为它们既可以是右手的也可以是左手的镜像对，这就是张拉整体模块可以用于铸造、网格、绳索、环等情况的一个原因。由于这些元素的变化，可以创建复杂的张拉整体结构。预应力越大，结构及其承载能力的增加越多。事实上，正如研究人员所指出的，预应力构件的张力程度越高，它们在建筑环境中占据的空间就越高(Skelton et al.， 2001)。
张拉整体结构通常由这种在性质上不连续的压缩构件组成，因此它们的强度(Tarnai, 1984)。然而，这种不连续的性质本身也使这些成员短。这样做的一个优点是它们不容易扣紧，因此在这种情况下也不会产生扭矩。此外，弹性也提高了，因为设计师将能够创建不同形式的结构组装。在这一点上，唯一的限制是材料的形式。关于使用的材料和技术的研究表明，使用的材料几乎总是会改变技术的强度，要么增加了技术的强度，要么加剧了技术的弱点。例如，在张拉整体结构的情况下，短的抗压构件不会导致其容易弯曲，但随后使用的材料形式将挑战其强度。
张拉整体结构也被视为以协同的方式工作。协同作用是通过评估不同的组件行为来实现的。对于张拉整体结构来说，这意味着，任何设计的teur行为都不能单独预测，它必须通过单独考虑组件的方式来预测。协同作用还体现在他们应对压力的方式上。例如，当有动态载荷时，需要依赖支撑的结构可能会弯曲，因此必须小心，但张拉整体结构就不是这样了。在张拉整体结构的情况下，荷载的变化导致结构上的整体重量的重新分配。这是在一个时间问题内发生的，因此当结构对重量作出反应时，它作为一个整体作出反应(Tibert和Pellegrino, 2011)。作为一个整体的反应能力使其作为一个结构更负责任。
最后，有一个与张拉整体结构相关的术语叫做弹性倍增。根据张拉整体结构的理解，弹性乘法是一种特性，它取决于结构中两个支柱之间的距离。当两个支柱被系统的拉伸构件的伸长率分开时，与它们被拉长的距离相比，它们的拉伸强度要小得多(Estrada, 2007)。
在张拉整体结构中，当荷载作用于其上时，其变形响应恰好是非线性的。载荷的增加将导致结构的刚度类似于悬索桥的运作方式。此外，结构的一个重要特征是它们是如何用无摩擦连接建模的，而该结构的自重通常会被忽略。
On the other sing tensegrities means, the impact of gravity need not be considered to a higher extent. The reason why they can afford to not consider the context of gravity is that they are stabilized in position by their own compressive and tensive forces. The compressive forces in struts and the tensional forces in prestressed cables help the structure maintain its gravity. Prestrain is also made use of, as prestrain will be used as prestress especially if the structure that is being considered is statically determinate (Sultan et al., 2001).
They are enantiomorphic as well, because they can be either right handed or left handed as mirror pairs, and this is one reason why the tensegrity modules can be used in such situations as casts, grids, ropes, rings and more. Complex tensegrity structures can be created because of these elements variations. The higher the pre- stress that is available, then the more the structure and its load bearing capacity would increase. In fact, as researchers note, the more the degree of the pre- stressed component’s tension, then the higher will be the space that they occupy in the construction context (Skelton et al., 2001).
Tensgrity structures are usually made of such compressive memebers which are discontinuous in nature and hence their strength (Tarnai, 1984). However, this discontinuous nature in itself makes these memebers short, too. An advantage of this is that they do not buckle easily and therefore no torque would also be generated in this case. Furthermore, the resilience also improves, as the designer will be able to create different forms of structure assembly. The only constriction at this point is the form of material used. Research studies on the subject of material used, and technique shows that the material used would almost always change the strength of the technique, either increasing the strengths or exacerbating the weaknesses. In the case of the tensegrity structures for instance, the short compressive memebers will not lead it to buckle easily, but then the form of material that is used will challenge the strength.
The tensegrity structures are also seen to work in a synergetic manner. Synergy is assued by means of assessing the different component behavior. What this means in turn for the tensegrity structure is that, teur behavior for any design cannot be predicted separately, it has to be predicted by considering the components in a separate manner. The synergy is also noticed in the way they behave to stress. For instance, when there is dynamic loading, structures that have to rely on support might buckle and there is a necessity to be careful, but this is not the case with tensgrity structures. In the case of tensegrity structures, the change in load results in a redistribution of the whole weight over the structure. This happens within a matter of time and hence when the structure responds to the weight, it responds as a whole (Tibert and Pellegrino, 2011). The ability to respond to as a whole makes it more responsible as a structure.
Finally, there is a term associated with the tensgrity structures called elastic multiplication. Elastic multiplication as understood with respect to tensegrity structures literally is a property that is dependent on the distance between the two struts of the structure. When two struts are separate by an elongation of the tensile members of the system, then their tensile strength is much less, in contrast with the distance that they are elongated (Estrada, 2007).
In the tensegrity structure, it so happens that the deformation response when a load is placed on it is non-linear. The load increase will result in stiffness of the structure similar to how a suspension bridge will operate. In addition, an important feature of the structure is how they are modeled with frictionless joints and the self-weight of said structures will normally be neglected.
以上内容就是美国论文代写专家对张拉整体结构的特点分析。若要问美国论文代写哪家更专业可靠?论文代写推荐留学生们选择美国论文代写AdvancedThesis服务平台。因为其服务公司拥有专业资质的英语论文写手团队，保障论文原创质量与合理的论文代写价格，并使用权威的抄袭检测系统，让留学生们轻松应对英语论文写作并创作出专属个人的优秀论文!除此之外，还为留学生提供专业的硕士论文代写、毕业论文代写、essay代写等服务!
