竖向不规则框架结构连续性倒塌分析

国内外学者利用非线性静力方法进行结构倒塌分析时,研究对象主要集中在规则的结构形式,而针对大量出现的造型独特的竖向不规则建筑的倒塌研究还相对较少。本文基于拆除构件法,利用SAP2000结构有限元软件,对竖向不规则多层框架结构进行了基于非线性静力Pushdown方法的抗连续性倒塌研究。分别研究了拆除同一结构中不同部位构件、不同层数塔楼结构中相同部位构件后剩余结构的承载力变化情况,研究结果表明：拆除竖向承重柱后的剩余结构承载力,随着上部塔楼层数的增加以及拆柱位置的上升而出现不同程度的降低;加强裙楼顶部水平向承重构件,可以使塔楼底部构件破坏后的剩余结构更好地发挥悬链线机制,并防止剩余结构发生无明显征兆的连续性倒塌。     

Effect of natural restoration time of abandoned farmland on soil detachment by overland flow in the Loess Plateau of China

Vegetation restoration has significant effects on soil properties and vegetation cover and thus affects soil detachment by overland flow. Few studies have been conducted to evaluate this effect in the Loess Plateau where a Great Green Project was implemented in the past decade. This study was carried out to quantify the effects of age of abandoned farmland under natural vegetation restoration on soil detachment by overland flow and soil resistance to erosion as reflected by soil erodibility and critical shear stress. The undisturbed soil samples were collected from five abandoned farmlands with natural restoration age varying from 3 to 37 years. The samples were subjected to flow scouring in a 4.0 m long by 0.35 m wide hydraulic flume under six different shear stresses ranging from 5.60 to 18.15 Pa. The results showed that the measured soil detachment capacities in currently cultivated farmland were 24.1 to 35.4 times greater than those of the abandoned farmlands. For the abandoned farmlands, soil detachment capacities fluctuated greatly due to the complex effects of root density and biological crust thickness, and could be simulated well by flow shear stress and biological crust thickness with a power function (NSE = 0.851). Soil erodibility of abandoned farmlands decreased gradually with restoration age and reached a steady stage when restoration age was greater than 28 years. The critical shear stress of the natural abandoned farmlands declined when restoration age was less than 18 years and then increased due to the episodic influences of vegetation recovery and biological crust development. More studies in the Loess Plateau are necessary to quantify the relationship between soil detachment capacity and biological crust thickness for better understanding the mechanism of soil detachment under natural vegetation restoration. Copyright © 2013 John Wiley & Sons, Ltd.     

The characteristics of soil water cycle and water balance on steep grassland under natural and simulated rainfall conditions in the Loess Plateau of China

Large-scale vegetation restoration has been helpful to prevent serious soil erosion, but also has aggravated water scarcity and resulted in soil desiccation below a depth of 200 cm in the Loess Plateau of China. To understand the dynamic mechanism of soil desiccation formation is very important for sustainable development of agriculture in the Loess Plateau. Based on natural and simulated rainfall, the characteristics of soil water cycle and water balance in the 0–400 cm soil layer on a steep grassland hillslope in Changwu County of Shaanxi Loess Plateau were investigated from June to November in 2002, a drought year with annual rainfall of 460 mm. It was similarly considered to represent a rainy year with annual rainfall of 850 mm under simulated rainfall conditions. The results showed that the temporal variability of water contents would decrease in the upper 0–200 cm soil layer with the increase in rainfall. The depth of soil affected by rainfall infiltration was 0–200 cm in the drought year and 0–300 cm in the rainy year. During the period of water consumption under natural conditions, the deepest layer of soil influenced by evapotranspiration (ET) rapidly reached a depth of 200 cm on July 21, 2002, and soil water storage decreased by 48 mm from the whole 0–200 cm soil layer. However, during the same investigation period under simulated rainfall conditions, soil water storage in the 0–400 cm soil layer increased by only 71 mm, although the corresponding rainfall was about 640 mm. The extra-simulated rainfall of 458 mm from May 29 to August 10 did not result in the disappearance of soil desiccation in the 200–400 cm deep soil layer. Most infiltrated rainwater retained in the top 0–200 cm soil layer, and it was subsequently depleted by ET in the rainy season. Because very little water moved below the 200 cm depth, there was desiccation in the deep soil layer in drought and normal rainfall years.     

Soil water depletion depth by planted vegetation on the Loess Plateau

Evapotranspiration of much planted vegetation exceeds precipitation, and this can deplete soil water and cause a deep dry layer in the soil profile, which is a serious obstacle to sustainable land use on the Loess Plateau, China. This study aimed to determine water depletion depth of planted grassland, shrub, and forest in a semiarid area on the Loess Plateau. Soil moisture of five vegetation types was measured to >20 m in depth. The vegetation types were crop, natural grasse, seven-year-old planted alfalfa (Medicago sativa L.), 23-year-old planted caragana (Caragana microphylla Lam.) shrub, and 23-year-old planted pine (Pinus tabulaeformis L) forest land. Through comparing moisture of planted alfalfa grass, caragana shrub, and pine forest to crop and natural grassland, the depth and amount of soil water consumed by grassland, caragana brush and pine forest was determined. The depth of soil water depleted by alfalfa, caragana brush, and pine forest reached 15.5, 22.4 and 21.5 m, respectively. Supported by National Basic Research Program of China (Grant No. 2007CB407204) and National Natural Science Foundation of China (Grant No. 40471082)     

钢管混凝土框架-核心筒混合结构连续倒塌非线性动力分析

为研究钢管混凝土框架-核心筒混合结构在局部构件失效后的连续倒塌机制,基于ABAQUS纤维梁单元和分层壳单元,采用课题组开发的材料本构子程序iFiberLUT,进行了一栋33层钢管混凝土框架-核心筒混合结构在1、17、33层柱和核心筒墙体失效工况下的连续倒塌非线性动力分析,研究了典型柱和剪力墙失效后剩余结构的抗连续倒塌机制。结果表明:33层构件失效时上部节点位移反应最大,17层次之,1层最小,相比核心筒墙体失效,柱失效时上部节点竖向位移更大,震荡更明显;各工况作用对核心筒影响均较小,且核心筒的存在增强了楼板的薄膜效应,提高了结构抗倒塌能力,失效位置距核心筒越近提高越显著;典型构件失效后结构的传力路径遵循"就近原则"向周围构件传递,楼板和核心筒有力的提高了结构的冗余传递路径和整体性。     

CPT理论分析及提高触探能力的新思路

介绍了静力触探在我国的发展历史与研究现状,利用已有的触探理论分析了影响静力触探贯入能力的主要因素及静力触探在实际应用中的局限性。进一步提出了一种提高触探试验贯入能力的新思路,意在解决静力触探在我国西部坚硬黄土、冻土以及软岩地区中应用困难的问题,并建立上述岩土材料的基本力学性质指标与旋转触探过程中实测物理量之间的关系。     

铁岭SS-Y伸缩仪加速拉张的短期变化

铁岭地震台SS-Y型伸缩仪2018年6月起出现NS分量的持续拉张和EW分量的小幅压性变化,经初步分析,发现仪器工作状态良好,并排除各类干扰因素。采用三点线性平滑滤波,对NS、EW分量进行趋势项、周期项提取处理,发现自2018年6月起,NS分量趋势性拉张且年变增加,EW分量趋势性压缩且年变减小,与以往相比,趋势和年变周期变化特征差异性较大,结合同一山洞的水管倾斜仪和垂直摆倾斜仪同时段产生同步转折变化及历史震例,分析认为,铁岭SS-Y型洞体应变NS分量变化为震前异常的可能性较大,后续应跟踪分析该异常的趋势性走向变化。     

扩径段厚度对双发双收声系时差响应的影响

声波时差测井数据的精度直接关系到油气层评价、油气储量计算和合成地震记录等的质量.本文通过数值模拟首次讨论了扩径段厚度对双发双收声系时差记录的影响程度.在径向扩径量一定条件下,当井轴方向的扩径厚度达到某一个特定数值时,时差测量误差最大;而大于或者小于该扩径厚度特定值时,测量误差都会变小.当井径大于或者等于扩径临界值时,接收探头记录的首波走时中将含有扩径段泥浆波走时的贡献.首次发现使扩径临界值取得最大值的井轴方向扩径厚度特征值.远离该厚度特征值,接收含有扩径段泥浆波走时的首波径向扩径临界值都会变小.第一次给出有关接收扩径段泥浆波走时的扩径临界值图版.     

断层崩积楔单片再生法光释光测年:以山西忻定盆地西田探槽为例

为了研究断层崩积楔各部位沉积物光释光信号晒退情况及崩积楔形成年龄,利用中颗粒石英(63~90μm)单片再生法(SAR)对山西忻定盆地西田探槽断层崩积楔3个部位的4个样品进行光释光(OSL)定年。选择一代表性样品(08-OSL-22)进行等效剂量(DE)、LN/TN、循环比率、回授率与预热温度的关系分析,结果表明预热温度260℃、预热时间10 s为样品最佳预热条件。4个样品的测片循环比率基本在0.9~1.1之间,回授率均小于5%,表明所采用的中颗粒SAR法流程可以很好地校正测量过程中产生的释光感量变化,其等效剂量可信。利用等效剂量分布直方图和累积频率图,发现古地形面和坡积物的样品晒退均匀,崩积层样品则较差。对于晒退较差的样品利用累积频率法得到其等效剂量,从而得到崩积楔的近似年龄。最后获得该期崩积楔的形成年龄为(27.09±0.71)ka。     

基于监控量测数据的隧道失稳分析

利用监控量测数据,结合灰色理论建立隧道洞身位移变形系统。采用尖点突变分析方法,对开挖过程中初支结构的稳定性进行分析,建立隧道塌方预测模型。通过杜家山隧道发生的塌方事故与预测模型进行验证,得出塌方预测结果与实际情况相吻合;说明建立的隧道塌方预测模型是有效的,可以用来指导该类隧道的施工。