Experimental Study on a Prestressed Frame of Two Spans Under Unsymmetric Load

By the experimental study on a full-dimensioned prestressed frame of two spans, the relative factors are analyzed such as relative height of equivalent compression zone in critical section, secondary moment, ratio of beam rigidity to column and development of cracks in the top of columns etc., which influence the moment distribution of the post-tensioned prestressed concrete frame from the side of internal force redistribution. It is believed that that the factors of relative height of concrete equivalent compression zone and secondary moment influence the moment modulation in most degree, and ratio of column rigidity to beam also plays a part in the moment modulation to some extent. Second, the plastic joints of frame with excessive spans exit in the span which endure the whole load, at last the whole frame is destroyed because of the destruction of the loading frame, the influence to the non-loading span is little.     

无公害、绿色及有机畜牧业生产构架与生态营养调控研究

阐述了无公害、绿色及有机畜牧业三者间的异同,无公害、绿色及有机畜牧业生产构架与生态营养调控的途径,并探讨了三者在我国的发展趋势及不同地域的策略选择,指出现阶段应以无公害畜牧业生产为主,以绿色和有机畜牧业生产为辅;随其技术的成熟应逐步扩大绿色及有机畜牧业所占比重;西部无污染地区和东南沿海地区应以绿色及有机畜牧业发展为主,而广大农区应以无公害畜牧业生产为主。     

浅析框架结构设计中的“强柱弱梁”问题

"强柱弱梁"是确保大震不倒的一项重要设计原则,是框架结构的基本抗震手段和重要措施,是一种理想的抗震屈服体制,但真正实现起来却有一定难度。     

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.     

基于刚度退化的框架结构受力性能研究

根据模型试验数据确定各变形阶段框架的实际抗侧刚度,采用框架抗推刚度退化系数对框架各楼层抗推刚度进行修正,再引入周期、剪力与侧移修正系数对弹性阶段的结构受力性能予以修正,提出一种考虑刚度退化时框架结构的计算方法,并给出具体计算步骤.以8层框架为例,探讨了抗侧刚度退化对结构受力性能的影响.结果表明:考虑结构的刚度退化,结构自振周期增大,楼层剪力减少,侧移增加,符合工程实际,且概念清晰,简单适用,能为现行规范的补充与完善提供参考.     

对新形势下本土化农村社会资本研究的认识与反思

通过对我国本土化农村社会资本研究进行整体性的认识与反思,提出了系统研究和认识农村社会资本的基本思路和框架,从而为开发和利用农村各层类社会资本奠定了理论基础。     

关于地震区框架梁正截面强度计算问题的探讨

本文根据国家标准《建筑抗震设计规范》和近年来结构试验资料,对框架梁在不同设计阶段工作情况进行了分析,提出了承受均布荷载情况下,梁端按双筋截面计算的方法。该法计算简便,既可节约钢材,又能保证强度,可供工程技术人员参考。     

考虑初始静力荷载效应的框架结构部分底层柱失效时的瞬时动力分析

为研究高层建筑结构整体性问题中连续倒塌问题,采用有限元方法模拟高层结构底层边柱突然失效时的瞬时动力响应。从计算结果可以看出,动力分析的水平位移比静力作用的最大水平位移大很多并以静力位移为中心上下波动,并在阻尼作用下收敛到静力位移。初始静力荷载效应使瞬时动力响应的振幅比无初始静力荷载效应的结构的水平和竖向位移振幅小。初始静力效应对结构瞬态响应的影响与刚度、质量、阻尼等因素有关,刚度越小,质量、阻尼越大时,初始静力荷载效应对结构最大位移影响越小。在对底层边柱突然失效的高层结构进行分析时,必须计算结构的瞬时动力响应。建议以较为简单的无初始静力荷载效应时的瞬时动力响应作为结构设计依据,其结果趋于安全。     

框架与框架填充墙结构的统计损伤诊断

提出了一种基于递推随机有限元方法(RSFEM)的随机结构损伤识别方法来识别框架与框架填充墙结构的损伤.在定义了随机损伤指数概念的基础上,考虑模型误差的不确定性和测量噪声的影响,建立了关于随机损伤指数的控制方程.然后,利用RSFEM得到了结构随机损伤指数的统计特性.数值算例的结果显示,新的方法与两步法结合能在考虑模型误差和测量噪声的情况下对结构损伤进行有效识别,且在结构随机参数有较大涨落情况下,该方法与蒙特卡洛模拟法同样有效.     

应变能函数注记

证明了应变能函数的客观性意味着Cauchy应力张量的对称性，以及Cauchy应力张量的客观性将包含应变能函数的客观性，从而也导致Cauchy应力张量的对称性。