Feasibility analysis of xiaojinxhou navigation and power complex construction 藤子沟水电站厂房设计
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Calculation of concrete temperature control for dam in tengzigou water power station 藤子沟水电站大坝混凝土温度控制设计
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Fujiko f fujio 藤子f不二雄
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1954 come to tokyo with mr . abiko . start activity under the pen name of fujiko fujio 1954年和安孙子索雄一起来到东京，开始使用笔名藤子不二雄。
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Liana art space is trying their best to provide the up - to - date valuable or potential pictures for collectors and interested persons 青藤子艺术空间也将积极为收藏家和观众提供中国当代最具艺术价值和市场潜力的艺术作品。
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Te ; mademoiselle was holding flowers in her hand , the interesting boy was chasing a beautiful peacock in a garden , and you , madame , were under the trellis of some arbor 记得那是个美好的天气，小姐手里拿着花，这个孩子正在一个花园里追逐一只美丽的孔雀，而您，夫人，则坐在一个什么藤子搭成的凉亭底下。
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Moreover , based on routine research method on abutment stability , non - linear finite element shear strengthes reducing by step iteration method is put forward in this paper , which is also applied in the analysis of abutment stability of tengzigou arch dam successfully 在此基础上，介绍了非线性有限元强度折减迭代解法，探讨了复杂地基上拱坝整体稳定安全度的评价方法，并应用于藤子沟拱坝稳定安全度评价。
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Located at south gate of 798 art area , dashanzi , beijing , liana art space covers the exhibition room of 66 square meters , with simple decoration by keeping old building style , it achieves virtual results of classical and modern art 青藤子艺术空间位于大山子798艺术区南门，展厅面积约66平方米，装修风格简洁通畅，保留了原来旧式工厂的一些原始风貌，与现代艺术作品形成强烈对比，古朴中体现艺术的独创感觉，生动而深遂。
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In general , both of them are used to verify the results . using geomechanical model test method , the overloading process and wreck character of high arch dam was emulated completely for tengzigou arch dam . it is emphasized for stabilization safety evaluation various major loading function of high arch dam must be accounted and arch dam ' s whole stability is the most important 本文用地质力学模型试验方法分析了藤子沟拱坝的超载过程和破坏特征，并强调无论是超载试验还是超载计算分析，在评价拱坝安全度时都应综合考虑各种影响拱坝受力的主要荷载因素，以拱坝整体工作能力作为评价依据。
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Some primary researches are given in this paper , combined with the project - stability evaluation of concrete high arch dam of tengzigou , which is cooperated between hydraulic structure center of hohai university and dongbei hydroelectric investigation & design ltd . considering actual research work and specification , either concrete strength limit analysis of dam or shear failure of seams in rock abutments are taken singly into account for safety evaluation of high arch dam 本文就这个问题，结合河海大学水工结构所和水利部东北勘测设计研究有限责任公司的合作项目?藤子沟水电站双曲拱坝整体稳定性分析，在这方面做了一些初步研究。现行规范将坝体混凝土强度校核和坝肩稳定安全度评价分开进行，没有考虑两者的关联性，然而这两类破坏常常是相互联系，伴随发生的。
