现浇砼U型节水渠道的裂缝成因及防止措施

针对现浇砼U型渠道施工及运行管理中出现的纵横向裂缝的危害进行了分析，提出了控制裂缝发育的措施方法。     

处理桥头跳车的几点认识

本文通过采用常规和采用新材料、新工艺(土工格栅)两种方法对处理桥头跳车现象进行了论述。重点介绍了采用土工格栅处理桥头跳车的具体做法。     

逆作法在燕山立交桥施工中的应用

本文通过对桥梁实例施工步骤的概略介绍,重点突出了逆作法施工工艺的特点、施工中要注意事项及与常规施工方案的比较。     

电阻电桥传感放大器性能的改善

在构成基本型电阻电桥传感放大器的基础上给出了三种改善其性能的方法。１）补偿法。２）补偿加放大器改进综合法。３）负反馈法。通过实验证明了理论分析和实际效果是一致的，从而对电阻传感器在非电量检测中的广泛应用具有一定的实际意义。     

十堰市周边地区新农村建设及水泥路面使用调查研究

实地考察了十堰市周边地区农村庭院的水泥混凝土路面存在的问题,并深入剖析其产生原因,最后提出相应的改进措施,以期为新农村建设的开展提供参考。     

Full Aero-elastic Bridge Model Design of Long Span Arch Bridge

Aero-elastic model design is the precondition of full bridge aero-elastic model tunnel tests. The full aero-elastic bridge model design of long span arch bridge is discussed. The effect on the model design of different transverse rod space and bend stiff is analyzed in detail. Different scheme need to be designed according to the transverse rod stiff. Considering the changing section dimensional arches, the method of projecting the spatial arches to the plane arches, then designing the plane arches, at last projecting the plane arches to the spatial arches is proposed at first. The results show that the method is effective.     

Monitoring and Assessment of Tie on the Caiyuanba Yangtze Bridge

The monitoring and assessment scheme of the Caiyuanba Yangtze Bridge is present by sensitivity analysis. The mechanics character of the six ties is studied by numerical simulation, and then the sensor location and selection are discussed considering the technique of sensor and construction situation. The trend of the displacement at the sensor location is analyzed according to different damage level of ties, the pattern associating with several displacements which are sensitive to damage at ties is bring forward to improve assessment reliability. The result can assist implement of structural health monitoring system to the same type as this bridge.     

EFFECT OF HIGH LOADS IN THE BRIDGE LOAD SPECTRUM ON FATIGUE CRACK GROWTH OF 16 Mn STEEL

This paper studies an effect of high loads in Rayleigh distribution random load-ing on fatigue crack growth wi th 16 Mn steel compact tenion specimen,The results show that thehigh loads in the load spectrum close to service load of steel bridges accelerate crack growth and re-duce crack growth life,Lives predicted with constant amplitude da/dn data and equivalent loads arequite in agreement with test lives.     

Nonlinear Finite Element Analysis of RC Deep Flexural Simply Supported Beams Using Disturbed Stress Field Model

A nonlinear finite element analysis of 4 RC deep flexural simply supported beams with the program VT2 is presented. Crack development and failure modes , longitudinal reinforcement strain distributions and load -deflection curves were compared as a result in order to evaluate the validity of the disturbed stress field model to analyse such deep simply supported beam.