问题 |
E3S网页汇编
卷积32018
高频建设2017 |
|
---|---|---|
文章号 | 02008 | |
页数 | 7 | |
段内 | 2工程系统建材 | |
多尔市 | https://doi.org/10.1051/e3sconf/20183302008 | |
在线发布 | 2018年3月06日 |
俄罗斯远东高楼建设
远东州交通大学SeryshevSt. 47,Khabrovsk 680021,俄罗斯
*对应作者 :大岛@inbox.ru
高楼板块基础搭建俄国远东土工问题复杂基础工程在这方面变得相当重要In order to set a firm foundation it is necessary to take into account the pressure distribution at the structure base, in homogeneity of building deformation, which is due to collaborative geotechnical calculations complicated by a number of factors: actual over-placement of soils, the complex geometry of the building under construction, spatial work of the foundation ground with consideration for physical nonlinearity, the influence of the stiffness of the superstructure (reinforced concrete framing) upon the development of foundation deformations, foundation performance (the performance of the bed plate under the building and stairwells), the origination of internal forces in the superstructure with differential settlement.解决楼基间相互作用空间问题并计及上述因素,通过应用数字建模法完全可以实现。工作通过哈波罗夫斯克市实例审查俄罗斯远东地工条件高楼板建数字建模结果
必威西汉姆赞助作者版由EDPScience发布,2018
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