Ex ante contracting with endogenously determined communication plans

Summary. In this paper we introduce a new model of ex ante contracting for economies with asymmetric information to examine endogenously determined communication plans for information sharing in the interim stage. In contrast to the models used in previous research, in the present model agents negotiate not only on a contract of state contingent allocations but also on a communication plan, a set of rules describing how agents will reveal part of their private information at the interim stage to execute the trade contracts. We prove a result about the nested structure of the set of allocations implementable by various communication plans and establish the existence of core strategies for this cooperative game under various regularity conditions. Received: 4 March 1998; revised version: 17 September 1999     

水压致裂法三维地应力测量在工程中的应用

综合论述了3个不同方向钻孔水压致裂法和单钻孔水压致裂法的三维地应力测量原理和方法,并严格推导了这两种测量方法资料整理的计算公式,在实际工作中可操作性很强。通过水布垭水利枢纽工程和宣恩洞坪水利枢纽工程中所进行的地应力测量实例可见,三维地应力的实测成果与二维实测成果比较,结果相当一致。从而弥补了以往传统的水压致裂法地应力测量只能测量钻孔横截面上的二维地应力状态的缺陷,扩大了这种测量方法的应用范围。     

刚性承压板法变形试验的分层弹模计算

找到了圆形刚性承压板作用下均匀地基位移的一般表达式和两层、三层水平成层地基的位移表达式。以此为基础,利用直接法进行分层弹模计算,并编制了相应的计算软件。采用的改进约束变尺度方法稳定快速,优化了分层弹模计算。     

A NEW MEASURE FOR DIRECT MEASUREMENT OF THE BED SHEAR STRESS OF WAVE BOUNDARY LAYER IN WAVE FLUME

In this article, a shear plate was mounted on the bottom in a wave flume and direct measurements of the smooth and rough bed shear stress under regular and irregular waves were conducted with the horizontal force exerted on the shear plates by the bottom shear stress in the wave boundary layer. Under immobile bed condition, grains of sand were glued uniformly and tightly onto the shear plate, being prevented from motion with the fluid flow and generation of sand ripples. The distribution of the bottom mean shear stress varying with time was measured by examining the interaction between the shear plate and shear transducers. The relation between the force measured by the shear transducers and its voltage is a linear one. Simultaneous measurements of the bottom velocity were carried out by an Acoustic Doppler Velocimeter (ADV), while the whole process was completely controlled by computers, bottom shear stress and velocity were synchronously measured. Based on the experimental results, it can be concluded that (1) the friction coefficient groews considerably with the increase of the Reynolds number, (2) the shear stress is a function varying with time and linearly proportional to the velocity. Compared with theoretical results and previous experimental data, it is shown that the experimental method is feasible and effective, A further study on the bed shear stress under regular or irregular waves can be carried out. And applicability to the laboratory studies on the initiation of sediments and the measurement of the shear stress after sediment imigration.     

钢板筒仓风道筛板选型和安装工艺改进

为解决钢板筒仓风道筛板在使用过程中易造成风道内粉尘大量积聚、通风困难以及结构变形、维修困难且由此引起的一系列安全问题,本文通过改造筛板安装工艺、选用新型筛板,有效降低了风道内粉尘数量,增强了整体结构,维修更换效率更加高效,保障了仓内人员和设备安全.     

宁镇扬经济板块产业互补性发展的实证研究

为了实现资源的优化配置,提高城市经济的发展速度,南京、镇江、扬州三市组成经济板块是必然趋势。然而,该板块不仅是地域的融合,更是优势产业互补的经济融合。文章基于区域比较优势和区域经济发展梯度转移理论,运用区位熵法对三市的三次产业及第二产业所包含的各个产业和部门进行了分析,并在此基础上提出了三市优势产业间互补性发展的策略。     

钢铁工业发展周期及中国钢产量饱和点预测

通过对美国、日本钢铁工业发展阶段的分析和产量曲线拟合,总结钢铁工业发展规律,验证产业生命周期理论的可行性。基于目前我国钢铁工业处于成长期向成熟期过渡阶段的判断,使用产业生命周期曲线拟合预测,得到中国粗钢产量预计在2020年前后达到饱和,饱和值水平约7.7~8.5亿吨。     

钢纤维混凝土在薄壳护坡结构中的应用研究

文章结合钢纤维混凝土在平原水库土坝新型疯壳护坡结构中的应用,对钢纤维掺入率对混凝土主要力学性能的影响进行了试验研究。通过对试验结果分析并综合薄壳护坡结构的特性。建议在制作钢纤维混凝土薄壳单体中,钢纤维掺入的体积率选为0．7％较为经济合理。     

反拱透水底板拱端推力与板块位移研究

高坝消力塘作为下游河床的防护结构,其自身在高速水流冲击下的稳定性与安全性是实现消能和防冲目的的关键所在,是水利工程所面临的亟待解决的课题之一。文章基于模型试验并结合数值模拟研究了反拱透水底板的拱端推力与板块位移特性。结果表明,与不透水底板相比,透水底板可以显著的减小拱端推力,并且拱端推力与板块位移均随开孔率的增加而减小,且减小趋势逐渐变缓,从而可以提高反拱底板的稳定性。结合拱端推力的频谱分析可知,开孔后拱端推力的脉动能量降低,并且功率谱重心向低频移动。文章成果为水垫塘防护结构“主动防护”模式在工程中的应用提供参考。     

广州市西江引水工程大直径输水钢管的吊装与焊接

广州市西江引水工程线路长,输水钢管直径大,吊装难度大,焊接质量要求高。施工过程中采用轮胎式汽车起重机吊装,现场沟槽内焊接钢管采用管道手工电弧焊接工艺及半自动焊接工艺,取得了成功。详细介绍了管道焊接工艺流程及其应注意的要点。