澳洲土木工程论文代写：工程结构力学
文献综述：坚持问题（科学技术问题）和意义/原因为什么它是重要的是要研究SMA的加固为木剪力墙还将突出在这段与本研究相关的关键词的基本定义。阐述了SMA作为钢筋混凝土剪力墙加固的相关工程研究。这包括SMA的工程性质和对结构创新的理解，称为交叉层压木材。此外，还介绍了各研究所进行的试验，这些试验证明了在地震发生时内嵌SMA加固的计时器剪力墙的行为。
方法：在这一部分中，研究方法，可以利用和研究方法已不能在目前的研究中是以他们的解释理由同行评审期刊。
数学分析与讨论：
在这一节中，将用工程结构力学中的计算公式来计算剪力和弯矩效应。利用excel中形状记忆合金的位置和长度的变化来计算墙体的变形和承载能力，建立计算公式和数学模型。将发展公式来推导墙上的力分析。
此外，本节还包括在推导数学模型后，分析灵敏度分析以确定最关键的因素。影响剪力墙的最关键因素和设计极限也可以通过对SMA杆的长度、长度、位置/位置等相关变量赋值来确定。
上一节中的计算将在这里详细讨论。
结论：这句话的结尾引出了这项研究所取得的成果，以及在创新结构材料领域可以做什么进一步的工作。
Literature Review: The persisting problems (scientific and technological issues) and significance /reasons of why it is important to study the reinforcement of SMA into timber shear walls will also be highlighted within this section along with the basic definitions of the keywords associated with this study. Relevant engineering study on using SMA as reinforcement in timber shear wall is elaborated. This includes the engineering properties of SMA and also the understanding of structural innovation called Cross Laminated Timber. Moreover, the tests conducted by various institutes which demonstrate the behaviour of timer shear wall embedded with SMA reinforcement in an event of earthquake are also reviewed in this section.
Methodology: In this section, research methodologies that can be availed and the research approach that has been availed in the present study are justified with reference to their explanations found in peer review journals.
Mathematical Analysis and Discussion:
In this section, the formulas used in engineering mechanics for calculation of shear forces and moment effects will be analyzed in connection to the 2D figures of the structural components. Formulas and mathematical models will be developed in order to calculate the deformation and bearing capacity of the wall with the variation of the location and length of the strengthen shape memory alloy in excel. Formulas will be developed to deduce the analysis of force on the wall.
Furthermore, this section may also include sensitivity analysis after deriving a mathematical model to see the most critical factor. The most crucial factors affecting the shear wall and the design limitations can also be found out by assigning extreme values to the associated variables such as the number of, length, position/location of the SMA bars.
The calculations done in the previous section are discussed in detail here.
Conclusions: End of the line statement draws out what has been gained through this study and what can be done further in the area of innovative structural materials.
