The formation and evolution of Chepaizi-Mosuowan paleo-uplift and its control on the distributions of sedimentary facies in the Junggar Basin

The Chepaizi-Mosuowan paleo-uplift is a large-scale uplift stretching across the Junggar Basin formed during the Yanshanian. It has experienced four evolutionary stages: the initial forming stage (J1), the intense development stage (J2+3), the waning and burial stage (K-E), and the tilting and extinction stage (N-Q). The most intense period of activities is the Middle Jurassic. Dur-ing the Early Jurassic, the Chepaizi-Mosuowan paleo-structure was a low amplitude uplift. Because of the subsequent strong upli...     

绵阳“9．22～27”持续暴雨过程特征及成因分析

利用常规实测资料、NCEP刷CAR再分析资料、T213分析资料,对绵阳地区2008年9月22—27日出现的持续性暴雨过程进行环流形势及物理量场分析,结果表明：此次降水过程可分为两个明显的降水时段,其区域不同、强度不一;副高、冷空气、两条水汽通道以及台风是此次过程的主要影响系统;第一降水时段的各物理量水平皆大于第二时段,不稳定能量、水汽和气流的辐合、辐散区分布及上升下沉气流的位置和强度对暴雨的强度和落区预报有较好的指示意义。     

元启发式搜索策略在构造模糊分类系统中的应用

论述了使用模拟退火元启发式搜索策略构造模糊分类系统的过程,目的是利用模拟退火原理研制一种精确的模糊分类器,改善与分类问题有关的搜索空间探索与发掘的性能,找到模糊if-then规则的优化集。算法可以从输入数据集中抽取精确的模糊分类规则,并在若干不同预定义类中将其应用于对新数据实例的分类。     

任意位移模式刚性挡土墙土压力研究

改进了水平层分析法,用于计算任意位移模式的土压力分布。对不同位移模式下水平微分单元进行受力分析,认为位移模式只影响了层间等效内摩擦角。根据前人提出的内摩擦角逐渐发挥的概念,将层间等效内摩擦角与挡土墙位移模式联系起来,并应用到水平层分析法中,实现了能够定量反映位移模式的土压力计算方法。分析表明：随位移模式变化,土压力合力大小始终保持不变且与库仑理论计算结果相一致,土压力分布和合力作用点则变化显著。试验数据验证了方法的合理性和可靠性。研究成果可供刚性挡土墙土压力计算参考     

盐岩蠕变相似模型及相似材料研究

相似材料模型试验是研究岩土工程的重要手段之一。基于相似理论,应用量纲分析法,推导考虑盐岩蠕变特性的相似模型,得到相关参数的相似判据,并以不同粒径的工业盐、精铁粉为骨料,环氧树脂、乙二胺为黏合剂构成相似材料,经过大量的材料配比力学试验,得到了一种基本满足金坛盐岩蠕变相似模型要求的材料配比,为开展盐岩地下油气储库建造及运营期的变形、破坏相似材料模型试验打下了坚实的基础     

基于数字散斑技术的深埋隧道围岩岩爆倾向相似材料试验研究

利用相似材料模拟方法,借助数字散斑观测技术,对深埋隧道围岩岩爆倾向进行试验研究。分析考虑材料强度、开挖速度和支护作用影响下的岩爆发生和破坏规律,寻求岩爆发生与深埋隧道变形破坏之间内在的联系。试验结果与现场实际发生岩爆强度较高的岩石类型花岗岩、闪长岩等相比,破坏特征相似,且围岩强度越高,岩爆发生可能性越大;在高地应力状态和完整岩体中开挖速度对岩爆的发生影响较大;锚网支护对隧道围岩变形有一定的控制作用,也可一定程度上避免岩爆发生。支护试验结果与现场实际支护效果一致,随支护强度提高,隧道抵抗力增加,整体变形减小、稳定性提高。所得试验结论为深埋隧道的合理设计和安全开挖提供技术指导和理论依据,对革新深埋隧道开挖技术和支护技术具有重要的意义     

Procedures for calibration of linear models for damage limitation in design of masonry‐infilled RC frames

Recent earthquakes have confirmed the role played by infills in the seismic response of reinforced concrete buildings. The control and limitation of damage to such nonstructural elements is a key issue in performance‐based earthquake engineering. The present work is focused on modeling and analysis of damage to infill panels, and, in particular, it is aimed towards linear analysis procedures for assessing the damage limitation limit state of infilled reinforced concrete frames. First, code provisions on infill modeling and acceptance criteria at the damage limitation limit state are reviewed. Literature contributions on damage to unreinforced masonry infill panels and corresponding displacement capacity are reported and discussed. Two procedures are then proposed aiming at a twofold goal: (i) the determination of ‘equivalent’ interstory drift ratio limits for a bare frame model and (ii) the estimation of the stiffness of equivalent struts representing infill walls in a linear model. These two quantities are determined such that a linear model ensures a reliable estimation of seismic capacity at the damage limitation limit state, providing the same intensity level as that obtained from nonlinear analyses carried out on structural models with infills. Finally, the proposed procedures are applied to four‐story and eight‐story case study‐infilled frames, designed for seismic loads according to current technical codes. The results of these application examples are presented and discussed. Copyright © 2016 John Wiley & Sons, Ltd.     

Numerically based proposals for the stiffness and strength of masonry infills with openings in reinforced concrete frames

Aimed at investigating the effect of openings on the in‐plane behaviour of masonry infills in reinforced concrete frames, a parametric study is presented based on model calibration via experimental tests. Two types of openings are investigated: central window openings and different combinations of door and window openings based on the typologies of southern European countries. First, a finite element model of the structure is made using the DIANA software program. Then, after calibration with experimental results, a parametric analysis is carried out to investigate the effect of the presence and location of the different types of openings on the in‐plane behaviour of the infilled frame. Finally, different equations for predicting the initial stiffness and lateral strength of infilled frames with any types of openings were obtained. An α factor related to the geometry of the piers between openings is proposed to take into account the location of the openings in the developed equations. Subsequently, the masonry infill panel is replaced by a diagonal strut. An empirical equation is also proposed for the width of an equivalent strut to replace a masonry infill panel with openings in such a way that they possess the same initial stiffness. Copyright © 2015 John Wiley & Sons, Ltd.