Strength reliability analysis of stiffened cylindrical shells considering failure correlation

The stiffened cylindrical shell is commonly used for thepressure hull of submersibles and the legs of offshore platforms.There are various failure modes because of uncertainty with thestructural size and material properties, uncertainty of the calculationmodel and machining errors. Correlations among failure modesmust be considered with the structural reliability of stiffenedcylindrical shells. However, the traditional method cannot considerthe correlations effectively. The aim of this study is to present amethod of reliability analysis for stiffened cylindrical shells whichconsiders the correlations among failure modes. Firstly, the jointfailure probability calculation formula of two related failure modesis derived through use of the 2D joint probability density function.Secondly, the full probability formula of the tandem structuralsystem is given with consideration to the correlations among failuremodes. At last, the accuracy of the system reliability calculation isverified through use of the Monte Carlo simulation. Result of theanalysis shows the failure probability of stiffened cylindrical shellscan be gained through adding the failure probability of each mode.     

CQ Method for Strictly Pseudo-Contractive Mapping

This paper obtains a strong convergence theorem for k-strictly pseudo-contractive mapping under the framework of Hilbert spaces using CQ method. Due to the fact that non-expansive mapping is only 0-strictly pseudo-contractive, the main result obtained in this paper extends the corresponding main result of Nakajo-Takahashi from non-expansive mapping to k-strictly pseudo-contractive one, where k∈[0,1).     

综合考虑高温后RC柱失效路径的可靠性分析

引入高温后混凝土和钢筋强度折减系数,建立4面受火后偏心受压柱的抗力模型和极限状态方程,利用蒙特卡罗法对高温后钢筋混凝土偏压柱综合考虑失效路径下的可靠性进行了数值模拟分析.综合考虑了单一失效路径和2种失效路径下受火后偏压柱的可靠性.结果表明,随着受火时间的增加,柱的可靠性指标逐渐变小;偏心距较小时,考虑2种失效路径下对受火后柱进行可靠性评估是不安全的;在偏心距较大时,考虑单一失效路径对受火后柱进行可靠性评估是不安全的,所以综合考虑高温后RC柱失效路径的可靠性比只考虑单一因素更符合真实情况.     

基于直接模态摄动法的无阻尼线性随机结构的随机振动研究(Ⅱ)——随机动力反应分析

提出了基于数论选点的直接模态摄动法,用以求解无阻尼线性随机结构的随机动力反应.以数论选点的直接模态摄动法为基础,求出随机样本的特征值和特征向量,然后利用模态叠加法,求解样本结构在样本荷载作用下的动力反应,把所有的样本反应统计分析,即求得结构的随机反应.由于在计算过程中,没有将随机反应分解为均值部分和摄动部分,因此,采用直接模态摄动法求无阻尼复合随机振动系统的反应不存在久期项问题.算例分析表明,复合随机振动系统的随机反应均值比均值荷载作用下均值结构的确定性反应要小.     

Cloning and sequencing of a DNA fragment encoding N37 apoptotic peptide derived from p53

Objective It was reported that p53 apoptotic peptide (N37) could inhibit p73 gene through being bound with iASPP, which could induce tumor cell apoptosis. To further explore the function of N37, we constructed the cloning plasmid of DNA fragment encoding p53 (N37) apoptotic peptide by using DNA synthesis and molecular biology methods. Methods According to human p53 sequence from the GenBank database, the primer of p53(N37) gene was designed using Primer V7.0 software. The DNA fragment encoding p53 (N37) apoptotic peptide was amplified by using self-complementation polymerase chain reaction (PCR) method and cloned into the pGEM-T Easy vector. The constructed plasmid was confirmed by endonuclease analysis and sequencing. Results The insertion of objective DNA fragment was confirmed by plasmid DNA enzyme spectrum analysis, p53 (N37) gene was successfully synthesized chemically in vitro. The sequencing result of positive clone was completely identical to the human p53(N37) sequence in GenBank using BLAST software (http://www. ncbi. him. nih. gov/cgi-bin /BLASTn). Conclusion The cloning of DNA fragment encoding p53(N37) apoptotic peptide was constructed by using DNA synthesis and pGEM-T Easy cloning methods. With the constructed plasmid, we could further investigate the function of N37 peptide.     

基于普适计算的军交运输数据采集与信息查询系统模型研究

普适计算的出现将大大改善人们与计算机进行交互的方式。基于普适计算理论,利用Web Services技术,通过对军交运输的需求分析,构建了军交运输数据采集与信息查询系统模型,并从系统整体结构和交互模型两方面阐述了工作原理与技术优势,为普适计算理论在军交运输中的应用进行了初步的探索和研究。     

波纹钢腹板预应力混凝土组合箱梁施工技术

结合三道河中桥工程实例,重点介绍了波纹钢腹板预应力混凝土组合箱梁波纹钢腹板安装,钢腹板间、与顶底板、与横隔板和端横梁的连接以及体外预应力施工等关键技术。实践证明,采用波纹钢腹板预应力混凝土组合箱梁不但能减轻预应力混凝土箱梁的重量,还可实行工厂化生产,达到简化工艺、节约材料用量、降低成本的目的,保证工程施工质量。三道河中桥的建设对于预应力混凝土组合箱梁的推广应用起到了积极促进作用。     

浅谈基础美学在景观设计中的应用

该文从基础美学法则,包括平面构成、设计基础元素、色彩应用等,初步探讨其在景观设计中的相互关系和应用。从美学的共性中找出适合景观设计的某些特定法则。     

ATB-30沥青碎石柔性基层在张石高速公路中的应用

沥青稳定碎石基层属柔性结构层,具有很强的柔性和变形能力,作为应力消散层,大大延缓了路面反射裂缝的发生.另外,沥青稳定碎石基层可以与沥青混凝土面层牢固结合,并且由于其模量与面层模量接近,使得路面结构受力更加均匀,从而提高了道路的耐久性,延长了路面的使用寿命.     

机场道面“黑斑”预控措施研究

西北一军民合用机场混凝土道面修建后不久,面层上出现了大量大小不等的“黑斑”现象,在对其成因分析的基础上,建立了“黑斑”劣化模型。通过试验并总结了特殊地区和特殊环境下的“黑斑”预控措施,在后续的工程中已证实该措施操作性好,是可行性的。