墙体与墙柱用镀锌槽型钢连接，不会因大风大雨造成基础下沉，墙体开裂，倾覆倒垮征象发生。
The wall and the wall column are connected with galvanized steel, which will not cause the foundation to sink, the wall crack and the collapse phenomenon.
并通过STM的观测，得到了新型钢的超高分辨三维点蚀形貌图象，为该钢的开发应用奠定了技术基础。
The ultra-high three dimension resolution pitting images of the new steel can be got by STM to establish a solid foundation for further application of this steel.
在此基础上，根据莱钢H型钢生产线实际状况，提出了适合莱钢情况的MES实施策略、系统方案和体系结构。
Based on this situation, it proposes the execution strategy, system plan and frame of MES according to real status of the product line for H-type steel.
并将网络和数据库进行有机的结合，初步奠定了冷弯型钢网上虚拟加工的基础。
It had been made a compact base for virtual processing through combine network and database organically.
在引入辅助图形的基础上，运用解析法计算异型钢管的孔型，并借助计算机进行辅助设计，可提高运算速度和精度。
Based on the related sketches, pass design for the welded shaped steel tube can be obtained with analytics. Aided with computer, computing speed and accuracy can be enhanced.
对于油罐、煤气罐和液化石油储罐这类大型钢制储罐基础的允许变形（包括沉降和倾斜），在我国的地基规范中，至今没有作出明确规定。
Up to the present, deformation including settlement and inclination for large steel tank, such as oil tanks and PLG tanks have not get been clearly specified in the chinese foundation code.
一直以来，对于斗轮机、圆形堆取料机等大型钢结构的有限元分析，都采用先有设计方案，再在已有设计方案的基础上，建立设备的有限元计算模型进行分析计算。
All along, the Bucket, circular stacker-reclaimer FEM analysis, are used to design the program first, then design the finite element calculation device model based on the program.
中国海洋科技事业取得了光辉成绩，为开发海洋矿产资源，建设海洋型钢铁厂奠定了物质基础。
Great achievements in Marine science and technology in China lay the foundation of exploiting Marine mineral resources and building marine-type steel works.
在建立新型钢管脚手架扣件的有限元分析模型的基础上，对扣件各部件之间的连接以及斜楔的预紧力问题进行了处理。
Based on the finite element analysis (FEA) model of steel tube scaffold couplers, the corresponding connection of scaffold couplers and pre-load of slide wedge have been discussed.
恒加载力高速重负荷荒磨是大型钢坯修磨和重型轧辊粗加工的基础工艺。
Rough grinding with constant loading force and high-speed heavy-duty is the basic process for large steel conditioning and heavy roll rough machining.
通过对某建筑物不均匀沉降原因的分析，采用微型钢管桩进行桩基础加固，效果较好。
Base on the analysis of reason for differential settlement of certain building, the micro steel tube piles are used to consolidate it, and the result is fine.
在试验的基础上，本文建立了型钢混凝土剪力墙恢复力骨架曲线的数学模型，为分析高层结构的非线性地震反应分析提供了基础数据。
Then on the basis of experiment, a restoring force model of reversal skeleton curve of SRC wall was built, and this model can be used in nonlinear seismic analysis of SRC structures.
在研究国内外现有探伤小车结构的基础上，结合新型钢轨探伤车中试实验车对探伤小车的总体技术要求，研制出了一种新型的探伤小车。
Based on the technical requirements of the rail flaw detection car, a new type of test carriage has been developed by investigating the structures of the worldwide existing test carriages.
本文是在前人研究的理论和实际设计的基础上进行的，在对各种钢筋校直机及钢筋自动弯曲机进行深入探索后，开始新型钢筋自动成型加工机的研制。
This paper is based on previous theory and practical design After the review of machining methods various metal bar straightening machines and twisting machines, this new cutter is now being studied.
在以上分析结果的基础上，综合比较三种型钢混凝土柱受力性能的优越性。
The author makes a comprehensive comparison to the three SRC pillar's mechanical performance superiority on the basis of the above analysis.
型钢与混凝土的粘结是保证钢混凝土组合结构构件正常工作的基础。
The bond between steel and reinforced concrete is a fundamental factor to ensure the workability of steel reinforced concrete composite structures and members.
以几种不同类型钢纤维增强混凝土的抗压性能试验研究为基础，讨论了钢纤维掺量、分布形式以及钢纤维类型对混凝土抗压性能的影响。
Concrete reinforced with different kinds of steel fibers is studied experimentally. The effect of content, orientation, and type of steel fibers on concrete is discussed.
本文以12个型钢钢筋混凝土(以下简称SRC)梁受弯试验为基础，对SRC梁的刚度、裂缝宽度和受弯承载力进行试验研究和理论分析。
Based on the experiments of the 12 SRC flexural members, the stiffness, crack width and ultimate bending strength of the SRC beams are analysed.
该机是本厂参考国外同类产品基础上改进设计而成的全自动H型钢组立设备。
The equipment is improved in design and is made into a fully automatic H-beam assembling machine referred to the same foreign sort of products.
通过对不同计算方案结果的比较分析，研究考虑楼板刚度与否和次框架对巨型钢框架结构反应的影响，为进一步深入研究巨型钢结构的抗震性能及抗震设计提供基础。
On the basis of these, the paper studies profoundly the influence on response, seismic design method and seismic behavior of the mega steel structures from the floor stiffness and hypo-frame.
利用微型钢管桩进行基础托换是既有建筑物地下增层改造的有效方法。
Steel tubular pile underpinning technology is an effective method to develop underground space in retrofitting of existing buildings.
旨在得出对型钢混凝土结构抗火设计有指导意义的成果，并为进行更深入的研究打下基础。
The distributing circumstance of thermal field of SRC columns and its impact factors were researched in this thesis.
旨在得出对型钢混凝土结构抗火设计有指导意义的成果，并为进行更深入的研究打下基础。
The distributing circumstance of thermal field of SRC columns and its impact factors were researched in this thesis.
应用推荐