OKT10在淋巴瘤及多发性骨髓瘤淋巴细胞的表达

本文利用OKT10检测了18例多发性骨髓瘤及35例恶性淋巴瘤患者外周血淋巴细胞,发现多发性骨髓瘤和非何杰金淋巴瘤患者OKT10阳性细胞均显著高于对照组,其改变与血清β_2微球蛋白水平无关。     

浅谈城市综合管沟设计方法

该文结合济南奥林匹克体育中心综合管沟工程,阐述了综合管沟的优点、设计原则、设计技术以及存在的问题和建议。     

粉喷桩施工质量控制要点

该文以惠青黄河特大桥回填路堤基层软化处理为实例,从粉喷桩施工准备、施工现场管理、监理管理、质量检验等各方面对粉喷桩施工中存在的问题及主要事项进行了详细论述。     

洽舍大桥加固方案的比较与选择

本文通过对洽舍大桥病害调查、分析及国内目前常见的几种加固方案的基本原理、优缺点比较,确定大桥最终推荐方案及其主要施工工艺介绍.     

激励力对水下加肋圆柱壳声振特性的影响

利用有限元和边界元方法,研究了激励力对水下加肋圆柱壳振动及声辐射特性的影响。首先分析了加肋圆柱壳受激后的水下声辐射,计算结果与实验值误差小于40%;然后在加肋圆柱壳端面圆心处和侧面母线中点处分别施加轴向、径向和切向的单位激励,讨论了不同位置各个方向的单位激励对水下加肋圆柱壳振动及声辐射的影响.结果表明:在端面圆心处受单位激励时,轴向激励比径向激励产生的振动及声辐射更强,在侧面母线中点处受单位激励时,激起的振动及声辐射,径向最高,切向次之,轴向最低。     

Numerical simulation of the spreading dynamic responses of the multibody system with a floating base

To simulate the dynamic responses of the multibody system with a floating base when the upper parts spread with a certain sequence and relative speed, the homogeneous matrix method is employed to model and simulate a four-body system with a floating base and the motions are analyzed when the upper parts are spread sequentially or synchronously. The rolling, swaying and heaving temporal variations are obtained when the multibody system is under the conditions of the static water along with the wave loads and the mean wind loads or the single pulse wind loads, respectively. The moment variations of each joint under the single pulse wind load are also gained. The numerical results showed that the swaying of the floating base is almost not influenced by the spreading time or form when the upper parts spread sequentially or synchronously, while the rolling and the heaving mainly depend on the spreading time and forms. The swaying and heaving motions are influenced significantly by the mean wind loads. The single pulse wind load also has influences on the dynamic responses. The torque of joint 3 and joint 4 in the single pulse wind environment may be twice that in the windless environment when the system spreads with 60 s duration.     

浇注式沥青混凝土高温稳定性评价指标的评述

浇注式沥青混凝土以其优良的性能在路面、桥面铺装等领域得到了广泛的应用。其中高温稳定性是影响其使用性能的主要因素,也是混合料配合比设计的主要控制指标。通过对目前各国普遍使用的几种高温稳定性试验方法与评价指标的评述,提出我国可以采纳的评价指标。     

泡沫轻质土在桥头地基处理中的运用

该文结合滨海地区软土地基特点,分析桥头跳车的危害性及其产生的原因,并结合工程实例,验证泡沫轻质土在滨海地区桥头地基处理中的适用性,可供类似工程实施提供借鉴和参考。     

骨架密实型水泥稳定材料组成设计新方法探讨

在试验和参考相关资料的基础上,对骨架密实型水泥稳定材料配合比设计的原理进行分析,探讨性地提出混合料配合比设计的计算法,以及最大干密度和最佳含水量的计算法,以减轻水泥稳定材料配合比设计的室内试验工作量和劳动强度。