Measurement of piezoelectric modulus by pulsed excitation of piezoelectric ceramic elements

The possibility of measuring the piezoelectric modulus by exciting piezoelectric ceramic components with a radio pulse is considered. It is shown that there is a relation between the piezoelectric modulus and the rate of change of the current envelope at the beginning of the transient. Theoretical relations are derived. __________ Translated from Izmeritel’naya Tekhnika, No. 10, pp. 71–72, October, 2006.     

Ductility of FRP plated flexural members

The design of reinforced concrete (RC) flexural members such as beams, slabs and columns is intrinsically based on the inherent ductility of the member. In reinforced concrete beams and slabs, ductility is generally achieved by using ‘under-reinforced’ sections and generally governed by the neutral axis depth parameter k_u which requires ultimate failure by concrete crushing at a specified strain ε_c. As the plates of fibre reinforced polymer (FRP) plated RC beams can fracture or debond before the concrete crushes at ε_c, the k_u approach is not directly applicable. Hence, new fundamental approaches and a deeper understanding of ductility are required which are the subjects of this paper.     

华龙国际大厦混合结构构件及节点设计

论述了矩形钢管混凝土柱钢框架、混凝土核心筒结构在江西华龙国际大厦的应用，介绍了矩形钢管混凝土混合结构总体设计、节点大样及构造。     

Nonlinear seismic response analysis of reinforced concrete tube in tube structure

Super-highly reinforced concrete tube in tube structure is a developing structure system of high-rise building. The more reasonable derivation process of the multi-vertical-line-element model stiffness matrix is given.On the premise of pointing out the problems of present multi-spring element model, combined with present multivertical-line-element model for analyzing on shear wall, the model is expanded to spatial one, and the stiffness matrix of which is derived. Combined with hysteretic axial model and hysteretic shear model, it is suitable for columns,wall limbs and beams with all kinds of section form. Some examples are calculated and compared with test results,which shows that the models have relatively good accuracy. On the base of the experimental phenomenon and failure mechanism for tube in tube structure specimen, nonlinear seismic responses analysis program on the basis of the advantaged element model for tube in tube structure is developed. Calculation results are in good agreement with those of the pseudo-dynamic tests and the failure mechanism can be well reflected.     

福建省吊钟岩拱桥检查装置方案设计

吊钟岩拱桥的特点是跨度大、拱高大、拱肋曲线形状为三维空间.本文介绍了吊钟岩拱桥检查装置的设计概况,包括方案比较、总体布置、结构设计等.     

爆炸冲击波作用下核电站安全壳动力分析模型

根据某国防科研课题，建立核电站安全壳在爆炸冲击波作用下的动力分析模型，讨论并分析了质点杆模型在安全壳预应力混凝土结构中的应用。质点杆模型可用于计算爆炸冲击波作用下的结构响应。     

烧成温度与导电陶瓷电性能关系的研究

本文通过X—射线衍射分析及阻温特性别定等方法研究了SnO2导电陶瓷的晶相组成和电性能与烧成温度的关系。结果表明，随烧成温度提高试样中SnO2金红石型晶体的含量有所增加，试样的材料常数和活化能降低，材料导电性能增强，同时还对导电陶瓷的导电机理进行了探讨。     

Modification of High Performances of Polymer Cement Concrete

1　ＩｎｔｒｏｄｕｃｔｉｏｎＴｈｅｈｉｇｈｍｅｃｈａｎｉｃａｌｐｒｏｐｅｒｔｉｅｓ ,ｇｏｏｄｄｕｒａｂｉｌｉｔｙａｎｄａｐｐｒｏｐｒｉａｔｅｗｏｒｋａｂｉｌｉｔｙａｒｅｎｅｃｅｓｓａｒｙｆｏｒｈｉｇｈｐｅｒｆｏｒｍａｎｃｅｃｏｎｃｒｅｔｅｔｏｓａｔｉｓｆｙｔｈｅｃｏｎｓｔｒｕｃｔｉｏｎｒｅｑｕｉｒｅｍｅｎｔｏｆｌａｒｇｅ ｓｃａｌｅｃｏｎｃｒｅｔｅｅｎｇｉｎｅｅｒｉｎｇ .Ａｃｃｏｒｄｉｎｇｔｏｄｉｆｆｅｒｅｎｔａｐｐｌｉｃａ ｔｉｏｎｓａｎｄｐｕｒｐｏｓｅｓ ,ｉｎｏｒｄｅｒｔｏｉｍｐｒｏｖｅｔｈｅ…     

高强混凝土T形截面双向压弯构件承载力的研究

对9根T形截面高强混凝土双向压弯构件进行试验研究,揭示了这类构件的破坏形态,并进一步分析T形截面正截面承载力的变化规律.     

混凝土结构剩余使用寿命的评估

主要就混凝土结构剩余使用寿命的评估的最新发展情况及实用方法做详细论述,并提出了自己的见解.