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   设计计算理论 在 建筑科学与工程 分类中 的翻译结果: 查询用时:0.293秒
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设计计算理论
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  design calculation method
A design calculation method for capillary-tube oxygenators
      
The basic calculation method is described and a design calculation method is proposed for the case of a locally loaded structure.
      


This paper, through the engineering practice of a 12 - storey frame structure,makes a contrastive study and an analysis calcuation of the compression strength of normal section, the shear strength of oblique and the strengthening schemes. The principles and methods of concrete structure stiffening is discussed to provide feasible and effective strengthening methods and design theories.

本文结合工程实践,通过十二层框架结构开展了正截面抗压、斜截面抗剪加固补强以及加固方案对比研究和分析计算,对砼结构加固原理和加固方法进行了探讨,以求提供行之有效的加固方法和设计计算理论

In recent 10 years,our country's building foundation engineering technology has been fully developed.Hereafter,stress should be paid to the following factors 1,testing and research into engineering properties of soil;2,exploring of new technology on ground treatment;3,developing of bored pile new technics and systems;4,perfecting of foundation pit's retaining technology;5,researching into theories of design and calculation,and thus promoting our country's building foundation engineering technology up to an advanced...

In recent 10 years,our country's building foundation engineering technology has been fully developed.Hereafter,stress should be paid to the following factors 1,testing and research into engineering properties of soil;2,exploring of new technology on ground treatment;3,developing of bored pile new technics and systems;4,perfecting of foundation pit's retaining technology;5,researching into theories of design and calculation,and thus promoting our country's building foundation engineering technology up to an advanced international level.

近十多年来 ,我国基础工程技术得到了全面发展 ,某些方面已达到国际先进水平 ,但测试技术和配套能力较差 ,工效较低 ,质量不够稳定。今后应重视土的工程性质及测试技术的研究 ;开发地基处理新技术 ,新工艺 ;以灌注桩为重点 ,发展成桩新工艺、新设备 ,实现配套化、系列化 ;完善开发基坑支护技术 ;研究设计计算理论与方法 ,把我国地基基础技术提高到国际先进水平。

Newly developed composite soil nailing shows its great potentialities for shallow excavations (excavation depth H ≤7m) in soft soil ground. However, the associated calculation theories do not meet the needs of engineering application. Based on plane strain nonlinear finite element method (FEM), the deformation behaviors of the composite soil nailing are investigated, and some initial conclusions on its mechanism are obtained. On the other hand, either the FEM results or engineering surveys imply that deep...

Newly developed composite soil nailing shows its great potentialities for shallow excavations (excavation depth H ≤7m) in soft soil ground. However, the associated calculation theories do not meet the needs of engineering application. Based on plane strain nonlinear finite element method (FEM), the deformation behaviors of the composite soil nailing are investigated, and some initial conclusions on its mechanism are obtained. On the other hand, either the FEM results or engineering surveys imply that deep rotational stability of foundation pit is the critical factor of success or failure, it should be checked during both design and construction process. Other conclusions valuable to application are also achieved.

新近发展起来的复合土钉支护技术已显示出它在软土地基浅基坑 (开挖深度 H≤ 7m)工程中应用的巨大潜力 ,但其设计计算理论却远远不能满足目前工程应用的需要。作者基于非线性平面应变有限元模拟方法 ,对复合土钉墙结构体系在分步开挖、分步支护过程中的变形性能进行研究 ,初步获得了该支护结构体系的变形发展规律。此外 ,有限元分析结果和实际工程调查 ,均显示出整体稳定性问题是复合土钉墙支护成败的关键。据此提出在工程设计和施工过程中 ,一定要验算这种可能存在的深部滑移稳定性。还得出了其他有利于指导工程设计和施工的结论。

 
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