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This is the fourth chapter courseware, and I hope to be helpful, I will continue to upload!

这是C++课件的第四章，希望对大家有帮助，我会继续上传的！

C courseware is the second chapter, and I hope to be helpful, I will continue to upload!

这是C++课件的第二章，希望对大家有帮助，我会继续上传的！

This is the first chapter of the courseware, very good, and I hope to be helpful, I will continue to upload.

这是C++的课件的第一章，很不错的，希望对大家有帮助，我会继续上传的。

Our class courseware in hopes of those who need it can be helpful.

是我们上课的课件，希望能对须要它的人能够有所帮助。

We must be helpful, responsible, courteous and kind.

我们必须加深对我们祖国的了解。

They are courteous and helpful, and they are always dress beautifully.""

并且他们的衣服和饰品都非常漂亮。""

This whitening functional cream creates soft skin containing chamomile water, mums water and lemon extracts which are certificated by Ecocert and the giga-white ingredients, mixed with cowberry extracts and 7 vegetable whitening composite materials, are helpful to ease pigmentation such as sordidness and dirty spots.

产品说明：含有获得ecocert认证的洋甘菊水、菊花水、柠檬萃取物，使皮肤变得柔软，而越橘树萃取物和七种植物性美白复合物质-Gigawhite成分使皮肤粗糙、色素沉淀缓解的美白功能性面霜。

It is helpful to diagnoze cranial bone hemangioma by CT scanning and X-ray.

X线和CT检查对颅骨血管瘤的诊断有较高的临床价值。

The structure parameter influences on lateral stability, such as crankle rigidity ratio of arch rib, arch axis coefficient, arch high span ratio, lateral rigidity of bridge decking and arch rib ratio, the effect of non-orientedly conservative loadings of bridge deck, lateral wind loadings were discussed. Corresponding numerical charts were given, and they may be of some reference value and helpful to the parameter design of ribbed arches.2. In this paper, the example bridge is a long-span half-through CFST arch bridge of a 100m span in Yi Lan.

分析了拱肋的抗扭刚度与横向抗弯刚度比、拱轴系数、矢跨比、桥面系的横向抗弯刚度与拱肋的横向抗弯刚度比、桥面系横向刚度引起的非保向力效应、横向风荷载对单肋拱横向稳定的影响，并给出了相应的图表，为拱桥设计时拱肋的结构参数的选取提供一定的依据。

The structure parameter influences on lateral stability, such as arch axis coefficient, arch high span ratio, crankle rigidity ratio of arch rib, vertical and lateral rigidity ratio of arch rib, lateral rigidity of bridge decking and arch rib ratio, crossbeam number, rigidity of crossbeam number the effect of non-orientedly conservative loadings of bridge deck and width span ratio, were discussed. Corresponding numerical charts were given, and they may be of some reference value and helpful to the parameter design of ribbed arches.

考虑了拱轴系数、矢跨比、拱肋抗扭刚度与横向抗弯刚度比、拱肋的竖向抗弯刚度与横向抗弯刚度比、横系梁在拱肋切平面内的抗弯刚度和拱肋的横向抗弯刚度比、横系梁在拱肋径向的抗弯刚度与拱肋的横向抗弯刚度比、桥面系的横向抗弯刚度与拱肋的横向抗弯刚度比、横系梁的数量、桥面系横向刚度引起的非保向力效应及拱肋间距与跨径的比对组拼拱横向稳定的影响，并给出了相应的图表，为拱桥设计时拱肋的结构参数的选取提供一定的依据。

The split between the two groups can hardly be papered over.

这两个团体间的分歧难以掩饰。

This approach not only encourages a greater number of responses, but minimizes the likelihood of stale groupthink.

这种做法不仅鼓励了更多的反应，而且减少跟风的可能性。