配筋混凝土砌块高层设计时应注意的几个问题

针对配筋混凝土砌块高层设计,提出砌块空腔墙的应用,注意合理设置水平配筋,配筋砌块深梁,控制底框房屋层间抗侧刚度比及高层墙体的裂缝问题.     

高层建筑清水混凝土的质量控制技术措施

该工程的主体工程混凝土要求为清水混凝土,本文论述了为确保清水混凝土质量所采取的一系列施工技术措施.     

沥青混凝土桥面铺装早期损坏原因分析

对钢筋混凝土桥柔性桥面铺装的早期病害及其原因进行了分析与研究,总结了当前国内桥面铺装结构分析的主要方法,提出了用有限元分析需要注意的一些问题,指出了今后的主要研究方向.     

圆形截面钢筋砼偏心受压构件正截面承载力的实用计算法

本文根据《砼结构设计规范》（ＧＢＪ１０－８９）对圆形截面钢筋砼偏心受压构件正截面承载力的计算方法进行了分析，编制了计算图表，供设计者直接查用．该法计算简便、速度快、精度高，有一定的实用价值．     

钢筋混凝土柱的加固补强方法

先介绍柱外套柱对钢筋混凝土柱进行加固补强的方法及施工过程，并以例子为证，说明这种方法可以很好的提高柱的承载力，能够广泛应用。     

Coxofemoral joint radiography in standing cattle

The objective of this study was to establish a technique for radiographic examination of the coxofemoral joint and adjacent bony structures in standing cattle. Left (or right) 30° dorsal-right (or left) ventral radiographic views of the coxofemoral joint region of standing cattle (n = 10) with hind limb lameness were evaluated retrospectively. In addition, an experimental study of oblique laterolateral views of the coxofemoral joint region of a bovine skeleton at angles of 15-45° was carried out to determine the optimal position for visualization of the hip region. In the 10 clinical patients, the bodies of the ilium and ischium, the acetabulum and proximal third of the femur could be assessed. Six of these cattle had fractures of the body of the ilium and body of the ischium, five with and one without involvement of the acetabulum, two had craniodorsal and one caudoventral luxation of the femur and one had a femoral neck fracture. The described laterodorsal-lateroventral radiographs of the hip region in standing cattle were suitable for assessing the coxofemoral joint, the proximal aspect of the femur and parts of the ischium, ilium and pubis. After testing the optimal angle on the skeleton, it was seen that distortion and superimposition were minimized by positioning the X-ray beam at an angle of 25° to the horizontal plane. It can be concluded that the described technique improves the evaluation of injuries of the coxofemoral region in cattle. With the appropriate angle, the technique can also be applied in recumbent cattle.     

Evaluation on the Damage Evolution of the CRCP+AC Composite Pavement by the Concrete Dameged Plasticity Material Model

In the study on the CRCP+AC composite pavement, the form and distribution pattern of cracks are two important factors influencing the performance and the lifetime of the pavement. The concrete damaged plasticity material model incorporated in the general purpose finite element software named ABAUQS was adopted to describe the mechanical characteristics of the CRC slab. Combining with the temperature field database drawn from the three-dimensional transient heat transfer analysis, the structural damage under the condition of temperature changing is analyzed. The structural damage evolution and the crack behavior of the CRC slab subjected to the thermal-mechanical coupling condition are further analyzed, which suggests that the role of the asphalt concrete surface is not confined only to the scope of improving the performance of the road, its capacity for improving the stress state of CRCP slab is worthwhile to be affirmed. And the reasonable thickness of AC layer should be designed in consideration of the thermal contraction and damage properties of the CRC slab comprehensively.     

Experimental Analysis of Fire Resistant Performance of Concrete Frame with Damage Caused by Weak Earthquake

Two monolayer concrete frames with the same reinforcement, KJ1 and KJ2, were designed. KJ1 was designed to simulate low cyclic reversed loading test under weak earthquake. Besides, the fire response test, including temperature rising and lowing, was made by fixing the axial compression ratio of the column. For KJ2, the fire response test at the fixed axial compression ratio was made. The deformation response of the concrete frames in fire was studied. Comparative analysis of the apparent phenomenon, temperature curves, bearing capacity change of the frames were made based on the test results of KJ1 and KJ2. According to the simplified temperature distribution, the ultimate bearing capacity of the column under the high temperature was preliminarily determined. It is illustrated that the calculation results and finally test phenomenon are consistent according to the simplified section.     

电子束检疫辐照处理对我国红富士苹果品质的影响

为探索电子束辐照在我国红富士苹果检疫处理中的应用可行性,本文研究了不同剂量的电子束辐照对我国红富士苹果色泽、硬度、失水率、可溶性固形物、酸度、还原型维生素C、蛋白质、脂肪以及氨基酸等营养品质的影响。结果表明,1 155 Gy及以上剂量的电子束辐照可导致苹果硬度显著下降;随着储存时间的延长,330 Gy剂量以上辐照组苹果的还原型维生素C含量明显高于对照组;低于1 650 Gy电子束辐照18 d后对红富士苹果的色泽、失水率、可溶性固形物、酸度、蛋白质、脂肪、氨基酸等品质没有影响。因此,本研究认为低于990 Gy的电子束辐照处理红富士苹果是可行的。