加大截面法,increasing section
1)increasing section加大截面法
1.Examples to strengthen frame column withincreasing section method;加大截面法加固框架柱实例
英文短句/例句
1.Research on Reinforcement Concretes Component s Dynamic Performance by the Method of Enlarging Sections;加大截面法加固混凝土构件的动力性能研究
2.Research on Dynamic Performance of Reinforcement Concretes Component by Enlargement Section Method加大截面法加固混凝土构件的动力性能试验研究
3.A brief calculation method to the consolidation beam design was given by using section increment.给出了利用加大截面法对钢筋混凝土梁进行加固设计的一种简化计算方法。
4.Disquisition of disadvantage influence for reinforced arch bridge with enlarged cross-section增大截面法加固拱桥的不利影响研究
5.Study on Reinforcement for Double-curvature Arch Bridge Through Augmented Section Method增大截面法进行双曲拱桥加固的研究
6.Study on Checking Method of Bearing Capacity of Arch Bridge Reinforced by Enlarging Section Area增大截面法加固拱桥承载力验算方法研究
7.The Method of Released Energy and Increasing Cross-section Method of Combining Double Curved Arch Bridge in Applicationh of Reinforcement释能法与增大截面法在桥梁加固工程中的应用
8.Study on Strengthened Concrete Column"s Bearing Performance by the Method of Enlarging Section增大截面法加固钢筋混凝土柱的受力性能研究
9.The design and prospect of strengthening RC frame by enlarging section增大截面法加固钢筋混凝土框架的设计与展望
10.Calculation of Bearing Capacity of Axial Compression Short Column with Round Cross-Section Reinforced by Enlarging Cross-Section Method扩大截面加固轴心受压圆截面短柱承载力计算
11.Non-linear Finite Element Analysis of the Strengthening R.C. Frame-supporting Stent by Enlarging Section增大截面法加固钢筋混凝土框支架的非线性有限元分析
12.Research on Influence Factors of Anchoring Force for Reinforced Stone Arch Bridge with Enlarged Cross-section增大截面法加固石拱桥的锚杆抗拔影响参数试验研究
13.Function Analysis of Short-Round Bridge Pillar under Axial Loading Reforced by Enlarging Section;扩大截面加固轴心受压圆截面短桥柱受力性能分析
parative Research about Methods of Strengthening Joints of Frame by Enlarging Column Section, Bonding Steel Plates and Bonding CFRP;柱加大截面、粘钢、碳纤维加固框架节点对比分析
15.Method for Improving Measurement Precision of Large-Scale Circular Section提高大型圆截面形状测量精度的方法
16.On application of technology of embedded steel bars of increasing section in intensification of box arch bridge植筋增大截面技术在箱形拱桥加固中的应用
17.On the Study of Programming with R Parameter in Noncircular Cross Section Machining非圆截面零件数控加工中参数编程方法的研究
18.DISCUSSION ON COMPUTATIONAL NORMAL SECTION STRENGTHENING OF AXIAL COMPRESSION MEMBERS轴心受压构件正截面加固计算方法探讨
相关短句/例句
reinforcement method of enlarging section加大截面加固法
3)reinforced concrete jacketing加大截面法加固
4)enlarging-area approach增大截面加固法
1.Based upon analysis of the meanings of engineering reinforcement several common reinforcement methods are introduced,which includeenlarging-area approach,bonding steel plate method,CFRP strengthening method,strengthening method of masonry structure and so on,in order to widen people\"s understanding on engineering reinforcement method to ensure rationality of engineering.分析了工程加固的意义,介绍了常见的几种加固方法,包括增大截面加固法、粘贴钢板加固法、碳纤维加固法、砌体结构加固法等,以提高人们对工程加固方法的认识,确保工程加固的合理性。
5)increasing section加大截面
1.Strength calculation of axial compressive RC members strengthened withincreasing section method;加大截面加固RC轴心受压构件的强度计算
2.Several strength methods for concrete structures such as CFRP,increasing section and bonding steel plates are intruced to(appling) in an uncompleted building which is demanded to add six storeys.介绍了一建造于20世纪90年代中期的烂尾楼,由于要在其塔楼加6层标准层而采取的一系列的加固措施,包括包碳纤维、加大截面、包钢及对节点区和新旧结合层处理的各种方法的综合运用。
3.The research method and process about reinforcing and increasing bearing capacity of rigid-frame arch bridge byincreasing section technique are introduced.介绍采用加大截面综合法加固提载刚架拱桥的研究方法和过程 。
6)reinforcement method by increasing girder section增大梁截面积加固法
1.This article discusses the application of thereinforcement method by increasing girder section and the fiber sheet reinforcement method using an engineering example of reinforcement and reconstruction of an in-service reinforced concrete bridge.旧桥梁改造加固是比新建桥梁设计复杂得多的系统工程,本文对在役钢筋混凝土桥梁加固改造的方法,采用增大梁截面积加固法和纤维片材加固法,结合工程实例讨论旧桥梁加固中的应用。
延伸阅读
截面法截面法section methodj Iemranfa截面法(seetion method)把闸底板单宽截条的墩上荷载和地基反力等作为底板荷载，用静力平衡方程，计算水闸平底板截面内力的方法，又称荷载组合法。它与倒置梁法一样，近似地取横向(垂直水流向)单宽截条进行计算。此外，截面法还假定:①地基反力纵向为直线分布，横向为均匀分布(见倒置梁法)。②不考虑闸墩对底板的约柬作用，把闸墩(包括上部结构)的自重作为底板的荷载。此外，作用在底板上的荷载还有底板的自重、地基反力、底板上的水吸、扬压力和截条两侧的剪力(或剪力差)。③截条两侧剪力之差(或向量和)与作用于截条的其它荷载维持平衡.称为不平衡剪力。它在闸墩与底板之间的分配按倒置T形梁的剪应力分布图按比例分配计算，称为剪力(不平衡剪力)分配法。④不考虑边荷载的影响。┌─┬─┬─┬─┬─┬─┬─┬─┬─┬─┬─┬─┬─┬─┬─┬─┬─┬─┐│ │} │口│口│口│口│口│口│ │ │口│口│口│日│口│口│口│土│├─┴─┴─┴─┴─┴─┴─┴─┴─┴─┴─┴─┴─┴─┴─┴─┴─┴─┤│闸墩位置闸墩位置.闸墩位置 │└───────────────────────────────────┘ 故面法内力计算简图根据上述假定，其计算简图中均布荷载强度q为:q一一q飞一口2牛q3+q、+么q式中qJ、qZ、q3、q;、△俘分别为底板截条单位长度上的自嗽、水重、扬压力、地荃反力和底板所分担的不平衡剪力.q以向上为正戈为包括闸墩所分担的不平衡剪力在内的墩底荷载，图中夕一l，2，3，以向下为正。在N.、、q的作用下，根据静力平衡方程，可以直接求得截条上任一截面的内力(力矩、切力)。截面法不考虑边荷影响，假定地葵反力均匀分布等所引起的误差与倒假梁法是相同的
