澳洲论文

澳洲论文代写:剪力墙面板

澳洲论文代写:剪力墙面板

在这些试验中,已经阐述了研究论文,剪力墙面板获取地震条件和ni-ti合金棒材的行为是在剪力墙的抗剪指标。比较了传统的钢筋与现代镍钛合金的强化。

除了在地震情况下的个人表现外,进一步考虑了NiTi形状记忆合金等智能材料的引入对同一剪力墙性能的影响。虽然,有不同的选择,NITi合金可以进入木墙板作为预制木结构的主要荷载的载体作为一个整体,然而,在这项研究中,NiTi加固到木墙面板的插入是从墙面板的底部了。木材墙板是通常是较完整的木材结构的薄弱部分,因此他们需要加强,以支持和提供额外的强度结构的飞机板。必须加强木墙板,以确保构件具有韧性,能够抵抗风荷载和地震波,尤其是当建筑物多层的时候。(2003 dobrila和premrov,)

道布瑞勒和premrov(2003)进一步解释说,为了加强对相关材料的位置可能影响或不影响性能和延性由于附加的纸板的使用(高级建筑材料)与木结构剪力墙面板没有显示任何潜在的改进在性能和韧性性能的结构,而随着纸板斜钢板插入没有显示明显的改善。

澳洲论文代写:剪力墙面板

In these tests that have been elaborated in the research papers, the shear wall panel gets subjected to earthquake condition and the behaviour of NI-TI alloy bars is observed in terms of the shear resistance of the shear wall. A comparison is made in between the conventional steel reinforcement with the modern day Ni-Ti alloy reinforcement.

Apart from the individual performance of the CLT in earthquake situation, it is further considered that how the performance of the same shear timber wall gets affected with the introduction of smart material like shape memory alloy of NiTi as reinforcement. Though, there are different options by which the NITi alloy can be entered into the wooden wall panel which serve as the major load carriers of the prefabricated timber structures as a whole However, in this study, the insertion of NiTi reinforcement into the wooden wall panel is done from the bottom of the wall panel. The timber wall panels are the plane boards that are usually the weaker part of the complete timber structure and they therefore need to be reinforced to support and provide additional strength to the structure. It is essential to reinforce the timber wall panels so as to make sure that the member is ductile and can resist against the wind loads and seismic waves, especially when the building has multiple storeys. (Dobrila & Premrov, 2003)

Dobrilla & Premrov (2003) further explained that the position of the associated materials for strengthening may affect or may not affect the resistance and ductility because the use of additional fibreboards (advanced construction material) with the wood shear wall panel did not show any potential improvement in the resistance and ductile property of the structure while the insertion of diagonal steel strips along with the fibreboards did show appreciable improvement.