地下综合管廊地震响应研究

通过动力方程的推导,提出在地下结构抗震分析中,位移时程输入可能是更好的选择.在此基础上,考虑多种因素,建立了三维地下综合管廊有限元模型,分析了其在地震作用下的响应特性.研究发现,在轴向地震动输人情况下,结构出现整体弯曲变形.另外边界以及接触面条件对结构应变影响较大.在结构考虑为弹性的情况下,自由边界较无限单元情况下的结构应变幅值明显偏小,相对误差最大可达123.3%,当不考虑土体与结构之间的相对滑移时,结构的应变增大幅度可以达1/3之多.最后对行波效应的影响进行了探讨.     

一种GPS弹道辨识方法的精度仿真分析

为提高弹道修正精度,提出一种利用GPS测量数据对弹道进行辨识的方法.该方法可在降低GPS测量随机误差影响的同时,间接得到某时刻弹道倾角,为弹道预测提供初始参数.采用蒙特卡罗模拟的方法,对这种弹道辨识方法的精度进行了计算.结果表明,以目前商用单频C/A码GPS接收机的测量精度,该弹道辨识方法对落点预测的圆概率相对误差为0.09%,能够满足弹道修正引信精度要求.     

基于跟驰理论的车速离散度定义及特性

基于车辆跟驰理论提出了能够反映交通流动态特性的车速离散度平均速差(ASD)的定义.应用统计学方法和交通流理论分析了新定义平均速差ASD与传统定义车速标准差SD之间的关系,发现自由流状态下车速离散度ASD的均值约为SD均值的1.13倍,拥挤状态下车速离散度ASD值小于SD值,并用实测交通流数据验证了理论分析结果.车速离散度与交通流密度相关关系的回归分析结果表明,与传统车速离散度定义SD相比,新定义ASD与交通流密度之间的负相关性更为显著.     

超声波功率对高碳钢中夹杂物的影响

研究了超声波功率对加稀土高碳钢中夹杂物的作用. 结果表明:超声处理可以明显弥散、细化和去除加稀土高碳钢中的夹杂物;随着超声波功率的增加,钢中总氧含量明显降低,夹杂物的平均直径明显减小,夹杂物得到一定程度的去除,但是夹杂物的当量个数明显增多. 超声波功率100 W时,高碳钢中总氧的质量分数为59×10-6,钢中夹杂物的当量个数I为134 mm-2,平均直径d为2.91 μm,小于2.31 μm的夹杂物占夹杂物总量的43%以上.     

二硫代氨基甲酸盐改性GO材料及其对Cu2+的吸附性能

将三乙烯四胺(TETA)接枝到氧化石墨烯(GO)表面,再与CS₂反应,制备得到基于TETA的二硫代氨基甲酸盐改性GO材料(GO-TETA-DTC).采用红外光谱仪、元素分析仪和扫描电子显微镜对GO-TETA-DTC进行表征分析,并研究该材料对Cu²⁺的吸附性能,考察溶液pH值、 Cu²⁺初始质量浓度、吸附时间和温度对吸附效果的影响.结果表明：GO-TETA-DTC对水中Cu²⁺的吸附过程遵循准二级动力学方程、颗粒内扩散方程以及Langmuir方程;从Langmuir方程计算得到的GO-TETA-DTC对Cu²⁺的最大吸附量为294.12 mg/g;吸附过程以吸热和熵增的形式进行.     

Action mechanisms of a new erythrocyte-derived depressing factor

To investigate the action mechanisms of a new erythrocyte-derived depressing factor (EDDF), the focus is placed on the effect of EDDF on both cytosolic and nuclear free calcium (Ca²⁺) transportation in vascular smooth muscle cell (VSMC), as well as the apoptosis and cell cycle of VSMC of rats. EDDF has been extracted from human erythrocytes. The changes of Ca²⁺ levels in cytoplasm ([Ca²⁺]_i) and nucleus ([Ca²⁺]_n) have been observed using a laser scanning confocal microscope together with fluo-3/AM as a calcium indicator. Flow cytometric technique was used to study the effect of EDDF on cell cycle and apoptosis of VSMC. [Ca²⁺], and [Ca²⁺]_n were significantly decreased through several different pathways: ( i ) it reduced the Ca²⁺ influx by blocking L-type voltage-dependent calcium channel (L-VDC) and R-type voltage-dependent calcium channel (R-VDC); (ii) it inhibited the Ca²⁺ release from inositol 1, 4, 5-trisphosphate (IP₃) sensitive calcium store; and (iii) activated Ca²⁺-ATPase of sarcoplasmic reticulum (SR) and promoted the transportation of Ca²⁺ from cytoplasm to SR. However, EDDF seemed to have little inhibitory effect on the Ca²⁺ release from ryonodine sensitive calcium pool. It was also found that EDDF (10⁻⁴ g/mL) significantly decreased the proportion of S phase of human umbilical vein (HUV) and inhibited the proliferation of VSMC induced by angiotensin II (Angll, 10⁻⁵ mol/L). The apopotosis did not occur when VSMC was cultured under normal condition. While VSMC apoptosis was induced by Angll (10⁻⁵ mol/L) and EDDF (10⁻⁴ g/mL) seemed to have little effect on it. The inhibitory effect of EDDF on the elevation of [Ca²⁺]_i and [Ca²⁺]_n of VSMC might play an essential role in its action mechanisms and the ways it affects the Ca²⁺ handling of VSMC demonstrate that EDDF was different from other endogenous blood pressure regulators and some known antihypertensive drugs. EDDF could inhibit the proliferation of VSMC, which indicated that it might be beneficial to the prevention and treatment of hypertension and arteriosclerosis.     

Interaction between integrin αIIbβ3 and synthesized cyclic hexapeptide containing RGD

The RGD sequence generally exists in the extracellular matrix proteins and can be recognized by many integrin proteins. The binding ability of immobilized biotinylated cyclic hexapeptide [cyclo(-Arg-Gly-Asp-D-Phe-Lys-Gly-)] containing RGD to integrin α_αbβ₃ was tested by the methods of ELISA and SPR. Results showed that a spacer of 1.48–2.2 nm between the peptide and the biotin residue was long enough to send the RGD sequence into the binding center embccedded within α_IIbβ₃, and the equilibrium dissociation constant was 1.1 μm. The work provides an ideal model system for the research of cell adhesion on solid surfaces.     

唐钢司家营精矿粉制粒性能试验研究

司家营铁矿属新开发矿种,特点是精矿粉粒度极细,通过制粒试验,司家营精粉具有较好的制粒效果,故采用一混、二混的混料和制粒工艺是可行的.     

底水油藏水平井水淹规律数值模拟研究

针对水平井出水方式及规律研究薄弱的问题,以某油田某区块的地质参数为基础建立典型模型,对线状脊进整体水淹、点状脊进整体水淹和点状脊进点状水淹几种较典型的水淹规律应用含水变化率及水油比导数进行研究。得出：（1） 点状水淹规律：对于跟部单点状见水,含水变化率和水油比导数曲线相对光滑,只出现2个明显见水点;对于中部单点状见水,含水变化率和水油比导数曲线出现3个明显见水点;（2） 多点见水水淹规律：对于多点见水,含水变化率水油比导数曲线所出现的峰值与见水点数成正比;（3） 线状见水水淹规律：对于线状见水,含水变化率和水油比导数曲线出现明显台阶状,且台阶状的大小与高渗条带的长度成正比;（4） 从见水时间来看,点状见水无水期和低含水期较多点见水和线状见水长。不同水淹模式下生产动态特征的研究为使用生产动态特征判断出水位置提供了一个新的思路。     

地层厚度系数法研究查干凹陷构造演化

根据沉积补偿原理,提出地层厚度系数研究构造运动的方法,并分析了其研究步骤及适用范围。依据查干凹陷下白垩统关键层位地层厚度发育特征,利用沉积厚度法研究其构造活动,指出了影响整个凹陷沉积过程中的关键时期。结果表明：查干凹陷从巴二期,经苏一至苏二下亚段沉积时期,沉积中心发生改变,显示出明显呈北西—南东向的“跷跷板”构造运动。在这一认识基础之上进一步研究了查干凹陷构造演化,认为：白垩纪以来经历了裂陷阶段、断拗转换阶段、拗陷阶段和反转阶段,为查干凹陷今后的研究奠定了基础。