Extended consecutive modal pushover procedure for estimating seismic responses of one-way asymmetric plan tall buildings considering soil-structure interaction

Performance based design becomes an effective method for estimating seismic demands of buildings. In asymmetric plan tall building the effects of higher modes and torsion are crucial. The consecutive modal pushover (CMP) procedure is one of the procedures that consider these effects. Also in previous studies the influence of soil-structure interaction (SSI) in pushover analysis is ignored. In this paper the CMP procedure is modified for one-way asymmetric plan mid and high-rise buildings considering SSI. The extended CMP (ECMP) procedure is proposed in order to overcome some limitations of the CMP procedure. In this regard, 10, 15 and 20 story buildings with asymmetric plan are studied considering SSI assuming three different soil conditions. Using nonlinear response history analysis under a set of bidirectional ground motion; the exact responses of these buildings are calculated. Then the ECMP procedure is evaluated by comparing the results of this procedure with nonlinear time history results as an exact solution as well as the modal pushover analysis procedure and FEMA 356 load patterns. The results demonstrate the accuracy of the ECMP procedure.     

软土地区地铁车站结构的非线性地震反应分析

为了明确天津市软土地基对地铁车站的结构地震反应的影响规律,以天津市地铁3号线的昆明路站为工程背景,采用数值模拟分析的方法,研究了该地铁站的地震反应。通过建立二维平面有限元模型,分析了结构抗震薄弱环节及结构抗震性能的影响因素。研究结果表明:天津宁河波作用下结构中柱内力响应明显大于其他构件,且柱底连接处内力幅值最大,为结构抗震薄弱环节;周围土层的弹性模量及上覆土层厚度对结构抗震性能的影响更明显,而结构自身的等效弹性模量对结构抗震性能影响不明显。研究成果丰富了软土地区地铁车站抗震设计理论,对地铁车站的优化设计具有重要意义。     

Diagenetic fluid evolution and water-rock interaction model of carbonate cements in sandstone: An example from the reservoir sandstone of the Fourth Member of the Xujiahe Formation of the Xiaoquan-Fenggu area,Sichuan Province,China

Carbonate cement is the most abundant cement type in the Fourth Member of the Xujiahe Formation in the Xiaoquan-Fenggu area of the West Sichuan Depression. Here we use a systematic analysis of carbonate cement petrology, mineralogy, carbon and oxygen isotope ratios and enclosure homogenization temperatures to study the precipitation mechanism, pore fluid evolution, and distribution of different types of carbonate cement in reservoir sand in the study area. Crystalline calcite has relatively heavy carbon and oxygen isotope ratios(δ13C = 2.14‰, δ18O = -5.77‰), and was precipitated early. It was precipitated directly from supersaturated alkaline fluid under normal temperature and pressure conditions. At the time of precipitation, the fluid oxygen isotope ratio was very light, mainly showing the characteristics of a mixed meteoric water-seawater fluid(δ18O = -3‰), which shows that the fluid during precipitation was influenced by both meteoric water and seawater. The calcite cement that fills in the secondary pores has relatively lighter carbon and oxygen isotope ratios(δ13C = -2.36‰, δ18O = -15.68‰). This cement was precipitated late, mainly during the Middle and Late Jurassic. An important material source for this carbonate cement was the feldspar corrosion process that involved organic matter. The Ca2+, Fe3+ and Mg2+ ions released by the clay mineral transformation process were also important source materials. Because of water-rock interactions during the burial process, the oxygen isotope ratio of the fluid significantly increased during precipitation, by about 3‰. The dolomite cements in calcarenaceous sandstone that was precipitated during the Middle Jurassic have heavier carbon and oxygen isotope ratios, which are similar to those of carbonate debris in the sandstone(δ13C = 1.93‰, δ18O = -6.11‰), demonstrating that the two are from the same source that had a heavier oxygen isotope ratio(δ18O of about 2.2‰). The differences in fluid oxygen isotope ratios during cement precipitation reflect the influences of different water-rock interaction systems or different water-rock interaction strengths. This is the main reason why the sandstone containing many rigid particles(lithic quartz sandstone) has a relatively negative carbon isotope ratio and why the precipitation fluid in calcarenaceous sandstone has a relatively heavier oxygen isotope ratio.     

考虑加筋与遮帘效应计算群桩沉降的相互作用系数法

群桩中各基桩在地基土中的加筋与遮帘效应是客观存在的,然而,在目前的桩基沉降理论与实践中,相关的研究仍显不足。基于剪切变形法理论,考虑桩的加筋与遮帘效应,求得各基桩在自身桩顶荷载作用下产生的沉降以及其引起相邻桩的附加沉降量,由此提出群桩中任两桩的相互作用系数简化公式,同时,也得到各基桩桩侧及桩端桩-土接触等效弹簧刚度,并基于荷载传递法原理,建立了成层地基条件下各基桩在自身桩顶荷载作用下的桩身位移平衡方程,推导出各土层层顶处桩身沉降、轴力与层底处桩身沉降、轴力之间的递推关系,进而将公式推广到高、低承台群桩基础计算中。工程算例分析表明,用该方法计算有较高的精度,求得的荷载-沉降曲线及两桩相互作用系数与实测值吻合较好;相互作用系数要明显小于弹性理论计算结果。     

沉箱加桩复合基础地震响应离心试验

针对沉箱加桩复合基础地震响应问题开展动力离心试验研究。采用砂质粉土作为地基土,上部结构简化为质点和柱体,基础类型包括单桩、沉箱、沉箱加桩复合基础,利用层状剪切模型箱消除边界反射,以上海人工中波为输入波,在50 g离心加速度场下进行水平地震试验。根据基础形式的不同进行3组试验,试验结果表明：对于刚度较小的土,地震波向上传播过程中具有加速度衰减的特征;沉箱底部加桩对于降低基础和结构地震响应有积极的效果,有利于增强其抗震能力;地表、基础、结构的地震响应频率特性各不相同,这取决于其各自不同的自振特性;土与基础、基础与结构之间均会发生地震相互作用,但只有与相互作用对象自振频率均较接近的地震频域分量才能引起明显的相互作用。     

模拟三维裂纹问题的多尺度扩展有限元法

扩展有限元法模拟裂纹时独立于网格,因此该方法是目前求解裂纹问题最有效的数值方法。为了在计算代价不大的情况,实现大型结构分析中考虑小裂纹或提高裂纹附近精度,在裂纹附近一般采用小尺度单元,其他区域采用大尺度单元。提出了分析三维裂纹问题的多尺度扩展有限元法,在需要的地方采用小尺度单元。基于点插值构造了六面体任意节点单元。所有尺度单元都采用8节点六面体单元,这样六面体任意节点单元可方便有效地连接不同尺度单元。采用互作用积分法计算三维应力强度因子。边裂纹和中心圆裂纹算例分析结果表明,该方法是正确和有效的。     

中原经济区城市间相互作用时空格局演变研究

将中原经济区30个省辖市市区作为研究对象,按照由“线”→“点”→“面”的分析思路,运用引力模型、潜能模型与潜能得分模型、经济隶属度模型等各种模型,定量分析1990~2010年间中原经济区城市间相互作用时空格局的演变过程与特征。结果表明：城市间相互作用强度的时空差异明显。“线”层次上,城市间的引力和城市联结线数目的增多,逐渐形成辐射网络,引力和联结线数目的变化存在时空差异性。“点”层次上,通过“线-点”叠加分析,城市最大联结线数目增多和城市潜能等级提升的时空差异性明显。而且1990~2010年间各个城市潜能等级跃迁的时空差异明显。“面”层次上,近20多年来,区域中心城市没有变化,但4个中心城市的腹地变化明显,核心组团——郑州组团1990~2000年北扩,2000~2010年东扩;1990~2010年,潜能高值区域的空间收缩也表现出阶段性特征。     

基于VSD模型的区域生态系统脆弱性评价——以广西西江经济带为例(英文)

生态系统脆弱性受到自然与人文因素双重影响。以广西西江经济带为例,采用VSD模型,通过暴露度、敏感性和适应能力分解脆弱性,构建包含自然和人为因素的25指标的评价体系,开展脆弱性评价与分区。结果表明,不脆弱区、一般区、脆弱区、很脆弱区和极脆弱区分别占11.31%、22.63%、27.60%、24.39%和14.07%,东西部地区脆弱性较高,中部地区脆弱性较低;自然因素导致的脆弱区主要分布于东西部山区,人为因素主导的脆弱区分布于中部盆地的城镇及其周边;经济带约53%的建设用地分布于很脆弱区和脆弱区,未来新增建设用地需要重点向不脆弱区和一般区转移。根据分区结果和诱因差异,提出了不同类型区开发与保护的相关建议。     

大别造山带大陆深俯冲和折返过程中壳-幔相互作用信息--来自大理岩铅同位素的证据

对大别造山带不同产状大理岩的铅同位素研究表明,红安群王家店和双河大理岩分别经历过高压和超高压变质作用,具有较高的铅同位素变化范围和高的放射性成因铅,反映了上地壳铅同位素的特征;新店大理岩的铅同位素比值和变化范围很小,具有EM1型地幔铅同位素特征,表明有地幔铅同位素特征的记录;而位于剪切带的方高坪大理岩的铅同位素除了n(206Pb)/n(204Pb)值更高外,与新店大理岩的铅同位素特征相似,记录了放射性铅同位素的大量加入或丢失,导致本来具有与双河大理岩类似的铅同位素特征变得不明显.这些结果均表明大陆深俯冲及其折返过程对大理岩铅同位素组成的改造是相当复杂的.     

东亚和西太平洋地区 30～60天振荡的传播及其与月平均基流的相互作用

选取1985年和1988年这两个东亚和西太平洋地区月平均流场差异很大的年份,研究30～60天低频振荡的传播及其与月平均基流的相互作用.结果表明:在这两年,东亚和西太平洋地区的30～60天低频振荡受到两支低频涡旋的影响,其中一支来源于热带东印度洋,另一支源自中太平洋.在大部分时间里,这两支低频涡旋相遇于20～30°N地区,并影响到该地区位势高度场的变化.当低频气旋(反气旋)移经西太平洋的时候,该地区的位势高度场相应地降低(升高).另一方面,该地区的30～60天振荡还有着显著的年际差异.1985年的波列活动显著,中高纬低频涡旋南移至日本南部洋面.与1985年不同的是,虽然1988年的波列活动不明显,但中高纬的低频涡旋可向南传播至南海地区.从30～60天振荡和月平均基流的动能和有效位能相互转换来看,正压过程、湿斜压过程和干斜压过程的值相当,因而上述3种过程均有可能起主导作用.但转换强度存在年际差异,1985年的值远比1988年的大.研究还表明,暖池地区的30～60天振荡向月平均基流输送能量,中高纬地区的30～60天振荡则从月平均基流获取能量.