1) in-situ measured stress
现场实测应力
2) site measurement
现场实测
1.
This paper introduces the characteristics and site measurement results of this transfer structure,and would be a reference for the d.
山东省世界贸易中心二期工程成功采用了一种大跨度叠层空腹桁架整体转换结构体系 ,该体系利用双向正交共五榀叠层空腹桁架的整体共同工作 ,既实现了 3 1m× 2 7 3m的大空间结构转换 ,又保证了两层转换结构的建筑使用空间与功能 ,是一种结构新体系的成功探索与实践 ,本文介绍了该转换结构体系的特点和建造过程中现场实测的方案与结果 ,从而为相关工程技术人员提供参
4) field measurement
现场实测
1.
Time-domain analysis on buffeting response of long span bridge under oblique winds(II): field measurement validation
斜风作用下大跨度桥梁抖振响应时域分析(II):现场实测验证
2.
The field measurement on the high building with the solid reinforced concrete(SRC) transferring story,which exits a big point load on the mid-span of SRC beams,has been made to discover the time-dependent deformation law of SRC transferring beams during the whole construction process.
针对高层建筑带型钢混凝土(SRC)转换层结构,承受跨中集中荷载较大的受力特点,通过现场实测,得到SRC转换梁长期变形的规律。
3.
From the viewpoint of thermal environment,field measurement of indoor air parameters were carried out and the questionnaire investigation were conducted.
针对兰州地区网吧普遍存在的通风不良、空气质量恶劣的现象,本文首先从热环境的角度对某大型网吧的室内参数进行了现场实测及主观问卷调查。
5) field test
现场实测
1.
Comparable study on typhoon and strong northern wind characteristics of the Runyang Suspension Bridge based on field tests
基于现场实测的润扬悬索桥桥址区台风与强北风特性对比(英文)
2.
In this paper, dynamic characteristics analysis of 100MW steam turbine generator set for one power plants is performed by using finite element analysis system, otherwise, field test of it is performed by using CRAS V4.
31振动测试分析系统进行了动力特性现场实测分析,将两者计算结果分析对比后,得出了一些有意义的结论,对汽轮发电机组大块式基础的设计和机组的安装调试具有一定参考价
3.
Combining with the practical project of the reinforced concrete fractured shaft lining in thick alluvium cured by the unloading method in Baodian Coalmine) based on the theoretical analysis, numerical simulation and physical simulation experiment results, the application effect of unloading curing technique and the secondary fracture process of shaft lining are studied with the help of field test.
结合鲍店煤矿南风井钢筋混凝土井壁破裂后采用卸压法进行治理的实际工程,在理论分析、数值模拟计算和物理模拟试验研究成果的基础上,通过现场实测对“卸压治理技术”的应用效果和井壁二次破裂过程进行了研究,得到卸压法治理破裂井壁后7年内(包含二次破裂后3年内)各阶段中井壁内部应力应变的动态变化规律和卸压槽压缩量的变化规律,验证了卸压法治理井壁破裂的力学机理和二次破裂过程,为卸压法治理井壁破裂提供了理论依据和工程参数。
补充资料：轧辊残余应力(见轧辊应力)
轧辊残余应力(见轧辊应力)
residual stresses in roll
zhagun eanyu yingli轧辊残余应力(residual stresses in roll)见礼辐应力。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条