Seismic behavior of reinforced-concrete and steel reinforced concrete ultra short columns     

《畜牧兽医杂志》2012,39(3)

进行了4个钢筋混凝土(RC)超短柱、4个型钢混凝土(SRC)超短柱和6个RC分体柱的滞回性能试验研究.8个超短柱的剪跨比为1;6个分体柱的剪跨比为2.4.试验结果表明,RC超短柱的变形能力不满足现行抗震规范要求.不设剪力连接件的SRC超短柱的破坏模式为黏结破坏,与RC超短柱相比,其抗剪承载力和变形能力并无明显提高;设置剪力连接件的SRC超短柱的破坏模式为斜压破坏,其抗剪承载力和变形能力显著提高,但构件的变形能力仍然难以满足现行抗震规范要求.试验结果还表明,在RC超短柱中开缝,形成剪跨比大于2的RC分体柱,可有效提高柱子的延性和变形能力.对于RC分体柱,随轴压比的提高,构件的抗弯承载力提高,但延性和变形能力下降;当设计轴压比大于0.7时,RC分体柱的变形能力不满足现行抗震规范要求.根据试验结果,提出了SRC超短柱的剪力连接件设计方法和RC分体柱的设计建议.  相似文献   

Primary Study of Applicability of Plane-section Assumption of Shaped RC Columns     

HU Xiao-bin  HUANG Zong-ming  CHEN Min-di 《保鲜与加工》2004,(3):26-31

Adopting the element SOLID65 and LINK8 in the general finite element analysis software ANSYS and fiber model beam-column element based on finite element flexibility method respectively, the comparative analysis of the cross, L and T-shaped RC columns under compression, bending, shear and torsion with flange width-thickness ratio of 4:1 is carried out. The applicability of plane section assumption in the nonlinear analysis is discussed primarily, which shows that it is feasible on the whole for shaped RC columns with flange width-thickness ratio equal to or smaller than 4:1.  相似文献   

Bentazone Leaching in Spanish Soils     

Esperanza Romero  Francisco Snchez-Rasero  Aranzazu Pea  Clara de la Colina  Gonzalo Dios 《Pest management science》1996,47(1):7-15

Adsorption, incubation and soil-column experiments with bentazone [3-isopropyl-1H-2,1,3-benzothiadiazin-4(3H)-one 2,2-dioxide] were carried out in ten different soils from the marches surrounding the Doñana National Park (Huelva, SW Spain). Adsorption isotherms for the different soils showed a good fit with the Freundlich equation. Bentazone was poorly adsorbed in all the soils studied, with no significant relationship between theK_f values and soil characteristics. A significant correlation was obtained between the soil organic matter content and the distribution constant values (K_d) calculated at an equilibrium concentration of 200 μg cm⁻³. The low adsorption and non-degradation of bentazone on these soils suggest that the herbicide readily percolates through soils to reach the surface and ground waters. The mobility of bentazone through three soil columns was also studied. The mass balances carried out showed that bentazone was totally eluted from the soil columns. The theoretical model applied to explain bentazone leaching under our experimental conditions seems to be suitable for soil columns with a uniform water-flow rate.  相似文献   

同时分析粮食中敌敌畏等六种有机磷农药气相色谱条件的选择   总被引：2，自引：1，他引：1  

程兴杰  李万军  李雅莲  陈兆庆 《粮食储藏》2010,39(1):49-52

对气相色谱法检测粮食中敌敌畏、敌百虫、马拉硫磷、辛硫磷、杀螟硫磷、甲基嘧啶磷等6种有机磷农药残留量的色谱条件进行优化选择,比较了不同毛细管柱的分离效果,选择了气体的最佳流量和程序升温的最佳起始温度,使保留时间相差很小的组分得到了较好的分离,并提出了解决柱头污染的有效方法。  相似文献   

Sediment flow behavior in agro-watersheds of the purple soil region in China under different storm types and spatial scales     

Zhan-Bin Li  Peng Li  Jian-Gang Han  Mian Li   《Soil & Tillage Research》2009,105(2):285-291

Conservation tillage has proved to be an effective option to reduce erosion and particulate phosphorus (PP) losses from fields to watercourses. However, it usually leads to the higher losses of P in dissolved reactive (DRP) form if P accumulates into the uppermost soil layer.In this study we investigated the influence of CaCO₃-rich boardmill sludge (BMS, applied 7 years ago) on soil properties and percolate quality with soil samples as well as undisturbed soil columns taken from a long-term conservation-tilled clay field experiment. A short-term laboratory experiment was undertaken to evaluate whether newly added BMS (FS) can be used to improve the quality of percolate waters by reducing turbidity, PP and DRP.The hypothesis was that BMS reduces the risk of dissolved reactive phosphorus (DRP) leaching from conservation-tilled soil. BMS served as a liming agent and counteracted the no-till-induced acidification and accumulation of DRP in the surface soil layer. Surface soil pH was on average 0.3 units higher and soil Ca 500 mg kg⁻¹ higher in the BMS-treated plots than in the plots without BMS. The ability of BMS to enhance the availability of P for plants may prevent the surface accumulation of P in NT cultivation. At the same time, BMS-induced increase in Ca and EC of the surface soil suppress the diffuse double layer by reducing P desorption and leaching risk.In the laboratory experiment, FS reduced percolate turbidity by 80% and PP and DRP concentrations by 62% and 50%, respectively. FS probably improved stability of soil aggregates in the laboratory experiment, obviously through enhanced microbial activity. The covering effect and infiltration of water through the 0–5 cm soil layer seemed to be crucial factors in reducing P losses.BMS proved to be a promising material for the applications to the conservation-tilled fields. The effect of BMS on microbes and immobilization of nutrients, should, however, be studied further in fields under a wider diversity of conditions.  相似文献   

矿粉粒度及反应温度对高磷鲕状赤铁矿制备碳化铁的影响     

李光强  杨剑  王恒辉  马江华 《保鲜与加工》2015,(5):1-10

基于对50根弯曲破坏钢筋混凝土圆柱低周反复试验结果的分析,建立了完整滞回环的数学表达式并推导得出等效阻尼比计算模型;以双柱墩桥梁为例,说明了建立桥梁整体结构等效阻尼比与墩柱端部塑性铰等效阻尼比关系的方法。研究表明,完整滞回环数学表达式较好地反映了弯曲破坏钢筋混凝土圆柱的滞回特性,得到的等效阻尼比模型计算结果与试验结果符合较好;采用建立的桥梁整体结构等效阻尼比与墩柱端部塑性铰等效阻尼比的关系进行pushover分析更能反映实际情况。采用等效阻尼比模型算得的目标位移与基于Rosenblueth模型和Kowalsky模型算得的位移之间存在较大差距。  相似文献   

Influence of soil properties on the vertical movement of genetically-marked Pseudomonas fluorescens through large soil microcosms     

J. D. van Elsas  J. T. Trevors  L. S. van Overbeek 《Biology and Fertility of Soils》1991,10(4):249-255

Summary Vertical translocation of the introduced transposon Tn5-tagged Pseudomonas fluorescens cells was studies after irrigation of 50-cm long soil columns of loamy sand. The soil in the columns was slowly brought to saturation using groundwater, and enough water was then slowly added to permit collection of the percolated water. Introduced bacteria were transported to lower soil layers to a significantly higher degree in undisturbed soil cores than in repacked cores; water transport was hampered in both core types due to high soil bulk densities. Soil bulk density affected the degree of transport of the introduced cells; progressively more cells were translocated to deeper soil layers and into the percolation water at decreasing soil bulk densities. Repeated percolation of soil at a bulk density of 1.25 caused an increase in Tn5-tagged cell numbers in the lower soil layers and in the percolated water. Further, cells initially introduced into a dry (5.3% moisture) soil were translocated to a lesser extent than cells introduced into a wetter (13% moisture) soil. Finally, wheat roots enhanced the water-induced transport of introduced cells to the 40- and 50-cm deep soil layers and into the effluent, but not to the remaining soil layers. Large soil columns such as those used in the present study are useful in assessing the transport and survival of introduced bacterial cells in soils under a variety of simulated environmental conditions.  相似文献   

粘钢加固钢筋混凝土轴心受压构件中粘钢利用程度及承载力研究     

沈蒲生  谭宇昂 《湖南农业大学学报(自然科学版)》2004,31(3)

在粘钢加固的钢筋混凝土结构轴心受压柱中，粘钢的利用程度和承载力与初始加载大小、粘钢种类以及混凝土强度等级有关，本文根据我国《混凝土结构设计规范》(GB50010—2002)中假定的混凝土应力-应变关系和极限应变值，推导了粘钢能被充分利用的界限条件，并且提出了粘钢加固钢筋混凝土轴心受压柱承载力计算公式．  相似文献   

Comparison of Strength and Ultimate Strain Models of Concrete Columns Confined with FRP     

HU Bo  WANG Jian guo 《保鲜与加工》2009,(5):9-15

Based on maintaining the accuracy of existing models for circular specimens, revised models were proposed for predicting strength and ultimate strain of concrete columns confined with FRP with considering the effectiveness of confinement by cross section. An evaluation of existing strength and ultimate strain models of concrete columns confined with FRP was presented with extensive collection of experimental data. It was shown that the prediction of strength was more accurate than that of ultimate strain, among which the prediction of Gampione’s strength model and Lorenzis’s ultimate strain model were more accurate for all specimens and circular specimens, respectively. The comparison with experimental results and existing models showed that the proposed models were more accurate, simpler and more convenient. The proposed models can be used for the prediction of strength and ductility in practical engineering.  相似文献   

Discussion on Calculation Pattern of Concrete Filled Steel Tube with Dumbbell shaped Section     

ZHOU Shui xing  XIONG Hong bin  ZHANG Min 《保鲜与加工》2009,(2):105-109

Based on the structural feature of dumbbell shaped section of concrete filled steel tube (CFST), a combined spatial beam element is presented. In this structure, two steel tubes, two core concretes, one web and the concrete in web cavity are firstly considered as general spatial beam elements, then they are assembled into a spatial combined beam element according to the plane hypothesis and transformation matrix formed from master and slave nodes. A FORTRAN program for CFST arch with dumbbell shaped section has been developed, and the numerical example shows that the steel tubes and core concretes bear mainly the axial forces with small moments, thus, a modified formula for lattice column method to calculate axial forces of the upper and lower limbs of CFST with dumbbell shaped section is deduced. Comparison of the results from the modified formula with those from an example indicates that the modified formula gives relatively accurate results.   相似文献