wall hollow meaning in English
墙的门槽
Examples
- Hu zhao , tian - qing liu , ke - dong song , xiang - qin li , xiang - yu sun , xue - hu ma , large - scale expansion of sd rat ' s osteoblasts in rotating wall hollow fiber membrane bioreactor , the 8th tissue engineering society international annual meeting , 2005 , oct . 22 - 25 , p442 , shanghai , china
王艳芳，刘天庆，宋克东，鲍春雨，李香琴，马学虎.兔骨髓间充质干细胞在旋转壁式生物反应器内的大规模扩增.第二届全国化学工程与生物化工年会. 2005年10月，北京 - Several classical methods of interface element , soil behaviors and structure characters are presented in this paper . the author made great effort on the modeling of the interface element and the underground structure element , while considering the soil obey the mohr - columnb yielding principle , modified the existing beam element for solid rectangle pile and applies this element into thin - wall hollow pile , proposes a kind of board element . some examples are presented in the paper to test these new concepts and corresponding formulas
本文在总结已有的结构与土相互作用问题中的接触面单元形式、土的本构关系以及结构的数值模拟方法的基础上，对满足摩尔库仑屈服条件的土体材料用常规的薄层单元模拟进行了更加深入的验证，在已有实心矩形截面桩与土相互作用描述模式的基础上推导了薄壁筒桩用梁模拟时与土相互作用分析模式，和考虑与土相互作用时用板单元模拟地下连续墙的分析方法。 - Pile foundation and continuous wall foundation are widely used in coastal regions , where the character of local soil is always very weak . with the development of design method and the advancement of constructing technology , many new types of pile and continuous wall are applied , like the thin - wall hollow pile and the multi - function continuous wall , which can be used not only as temporary fencing structure , but also as permanent loading structures
软土地区常见的地下基础型式有桩基础和地下连续墙，近年来随着设计理论和施工工艺设备的发展，桩基础及地下连续墙基础的型式都有了很大的发展，如薄壁筒桩、集挡土、防渗及承重多功能于一体的地下连续墙等。 - The test on horizontal bearing capacity of thin - wall hollow pile is analyzed in the paper , which has been carried by shanghai investigation and design institute . the calculation results conform to the testing results . so , the analysis methods presented in the paper are validated by the results from field test
文中对上海勘测设计院进行的薄壁筒桩水平承载能力试验进行了相应的计算分析，所得结果规律与试验结果较为吻合，使得本文提出的分析方法得到了现场试验的验证。 - With the development of railway construction . it needs more and more high bridges in mountain areas , so the pier becomes higher than before . and it becomes from solid to hollow . presently , it has little research on the thin - wall hollow pier ' s vibrational characteristic especially on non - liner characteristic , and it has scarcely referred in the bridge ' s criterion about earthquake resistance , so it has great sense on fulfillment of the our bridge ' s criterion to research the thin - wall hollow pier ' s seismic response
而随着铁路建设事业的发展，山区铁路要求修建更多的高桥，因此桥墩越来越高，桥墩也由实心变为空心，目前对于薄壁空心墩振动特性尤其是非线性特性的研究较少，桥梁抗震设计规范中也少有涉及，研究薄壁空心墩的地震反应，对完善我国桥梁设计规范具有重要的意义。