海南省老年人体质现状调查分析

为了解和掌握海南省老年人的体质现状,通过对海南省4个监测点840名男女性老年人的身体形态、生理机能、身体素质的各项指标以及城乡老年人体质的比较分析,揭示了男女性老年人群各年龄段的体质状况和变化规律.     

闽南地区农村住宅安全性现状及防灾建议

在对厦门市海沧区近9 000栋农村住宅的安全性和耐久性现状普查基础上,分析该地区农村住宅的结构类型分布特点和不同类型房屋的安全性等级分布.针对该地区农村住宅存在的安全性和耐久性问题,提出该地区农村住宅防御自然灾害,特别是防御地震灾害的相关建议.     

Seismites(地震岩)等术语的概念与名称

seismites,按其字面意思理应翻译成地震岩,即与地震有成因联系或受发震断裂改造、变形的岩石。按发震时地质材料的固结程度与力学性质,地震岩可分为震积岩(地震时尚未固结成岩的含水沙土层,即软沉积物)和脆性断层岩(地震时已经固结成岩的沉积岩、岩浆岩和变质岩)。脆性断层岩包括断层角砾岩、碎裂岩、超碎裂岩、假熔岩和断层泥等。发育由沙土液化形成的软沉积物变形构造的沉积岩,统称为“沙土液化岩”(liquefactites),但是长期以来一直被误译为seismites。大量的研究表明,并不是所有的沙土液化和软沉积物变形都是由地震造成的,也并不是所有地震都能导致沙土液化。只有那些所在区域存在重要发震断层、真正由地震引起的区域性的沙土液化造成的软沉积物发育变形构造的岩层才能称之为震积岩(seismic liquefactites)。震积岩不应再翻译成seismites。零星出现的软沉积物变形构造与沙土液化构造(例如:砂涌丘)不足以作为古地震的证据。     

The Role of Survey Data in Nowcasting Euro Area GDP Growth

This paper evaluates the impact of new releases of financial, real activity and survey data on nowcasting euro area gross domestic product (GDP). We show that all three data categories positively impact on the accuracy of GDP nowcasts, whereby the effect is largest in the case of real activity data. When treating variables as if they were all published at the same time and without any time lag, financial series lose all their significance, while survey data remain an important ingredient for the nowcasting exercise. The subsequent analysis shows that the sectoral coverage of survey data, which is broader than that of timely available real activity data, as well as their information content stemming from questions focusing on agents' expectations, are the main sources of the ‘genuine’ predictive power of survey data. When the forecast period is restricted to the 2008–09 financial crisis, the main change is an enhanced forecasting role for financial data. Copyright © 2015 John Wiley & Sons, Ltd.     

风机振动分析与故障诊断

应用振动分析方法、数据采集技术及诊断理论对某乙烯厂Ｅ－ＧＢ１０９风机进行了现场振动测量、信号的采集与分析诊断,找出了风机振动的原因。     

Overreaction in Survey Exchange Rate Forecasts

We use survey data on five bilateral exchange rates to provide empirical evidence of the fact that professional forecasters of foreign exchange rates behave irrationally, in the specific sense that they respond inaccurately to available information in the market when forming their predictions. In particular, we find systematic biases in the forecasts resulting in the overreaction of analysts to past information contained in the exchange rate dynamics: forecasters change their prediction more than it would be rational on the basis of past realized changes. In addition, forecasters are heterogeneous in their irrationality: low performers in previous periods show a more pronounced overreaction effect. This can be read as an indication of perpetration of past errors and continued inability to learn from the past. In the second part of the paper, we exploit the novel structure of our dataset, which consists of survey data extracted from the Bloomberg platform and readily available to anyone. This feature allows us to consider their own and others' past forecasts as part of the information set that analysts use in making their predictions. By using past forecasts as proxies for relevant macroeconomic variables, we find evidence that analysts fail to correctly process not only the information contained in the spot rate past dynamics but also the information in this broader set. We see this as confirmation of the existence of inefficiency and heterogeneity between low and high performers also when full information is available. Copyright © 2014 John Wiley & Sons, Ltd.     

耗能连梁采用新型复合阻尼器后对剪力墙结构性能的影响

研究一种震后可替换的新型复合阻尼器置于连梁跨中以实现保护连梁并提高连梁耗能能力的目标.在ABAQUS有限元软件平台上根据复合阻尼器的特点提出一种可以有效反映其特征的等效简化模型,并与仿真模型进行对比验证;将等效简化模型应用于高层剪力墙结构的连梁中,进行罕遇地震下的剪力墙结构动力时程分析;以混凝土连梁为参照,研究安装了复...     

大平台多塔楼结构的隔震减震控制

结合某实际工程,将隔震技术应用到大平台多塔楼结构中,形成大平台多塔楼新型隔震体系.为了进一步提高该新型隔震体系的抗震性能,在隔震层设置了液体粘滞阻尼器,探讨了这种大平台多塔楼结构隔震减震控制的效果.本文建立了大平台多塔楼新型隔震减震体系的运动方程,考虑了隔震支座的非线性,并基于广义Newm ark积分法编写了整个非线性隔震减震体系的仿真分析计算程序.仿真分析结果表明,这种新型隔震体系可以同时减小上部住宅结构与下部平台的地震反应,为提高大平台多塔楼结构的抗震安全性提供了一条崭新的途径.在隔震层附设粘滞阻尼器可进一步减小隔震结构下部平台的地震反应与隔震层的非线性反应,提高这种新型隔震体系的抗震安全性.两种粘滞阻尼器的对比还表明非线性粘滞阻尼器比线性粘滞阻尼器理论上更合理,且更为有效.     

新光大桥的动力特性和地震行波效应研究

新光大桥位于广州新光快速路主干线,是世界上第一座三跨连续钢桁拱与钢筋混凝土V型刚构结合的钢-混凝土组合体系桥梁,主桥跨度为177 428 177 m,在目前同类型桥梁中,主桥长度位居世界第一.该桥结构新颖,造型独特.文章主要针对新光大桥的动力特性和地震行波效应进行了详细研究.在两水准、两阶段抗震设防思想下给出了主要控制构件在考虑行波效应情况下的内力,并与纵桥向地震一致激励作用下的内力进行了比较;同时给出了在不同剪切波速下,主拱顶截面的位移时程曲线.研究表明行波效应以及地面剪切波速度对大跨度连续刚架钢桁拱桥的地震响应有着较大的影响.     

深部软岩巷道爆破卸压技术及工程应用研究

为控制深部软岩巷道的变形,利用爆破卸压技术,对淮南矿业集团谢桥矿高应力软岩巷道进行了爆破卸压工程试验,充分改变围岩应力状态,使巷道的变形量及稳定时间得到了很好的控制。