利用远程协同试验平台NetSLab,对一个多跨的桥梁结构进行了抗震试验研究。该平台是基于客户机/服务器概念开发的,提出了供结构拟动力远程试验用的数据模型和应用协议。它能够在远程结构实验室或计算机之间通过互联网传送控制和反馈数据...利用远程协同试验平台NetSLab,对一个多跨的桥梁结构进行了抗震试验研究。该平台是基于客户机/服务器概念开发的,提出了供结构拟动力远程试验用的数据模型和应用协议。它能够在远程结构实验室或计算机之间通过互联网传送控制和反馈数据。桥梁系统由3个柱子组成,分别在湖南大学、哈尔滨工业大学和清华大学之间模拟。湖南大学站点试验模型为GFRP约束弯曲型钢筋混凝土桥墩柱,哈尔滨工业大学站点试验模型为CFRP约束剪切型钢筋混凝土桥墩柱,清华大学站点则进行数值模拟。对该桥梁进行了3个水准地震作用下的远程协同拟动力试验,地震动加速度选用E l Centro波。试验结果表明,GFRP加固柱具有良好的延性及抗震性能,CFRP加固可阻止柱子的脆性剪切破坏,有效地提高其滞回性能及能量耗散能力,从而可大大地提高整个桥梁系统的抗震能力。展开更多
The uranium-series disequilibrium methods fulfil the need for investigating late Quaternary events in the time interval (ca. 5,000 to 400,000 yr B. P.) which bridges the applicable ranges of the K-At and ^14C methods....The uranium-series disequilibrium methods fulfil the need for investigating late Quaternary events in the time interval (ca. 5,000 to 400,000 yr B. P.) which bridges the applicable ranges of the K-At and ^14C methods. Since the methods were developed some twenty-five years ago, they have been applied to pure carbonate with notable success. However,many carbonate deposits, especially those of continental origin, such as travertine, tufa and soil caliche, are impure and contain detrital material composed largely of silicate minerals.In order to date these carbonates with U-series isotopes, the practical approach is to chemically separate the carbonate matrix from the embedded detritus using dilute .acid leaching.This process inevitably also solubilizes some of the U and Th isotopes from the detrital component. The problem is then to correct for this detrital contamination. This paper reviews the detrital correction schemes that have been used, discusses the relative merit and mathematical aspects of the Roshoh-Szabo mixing line plots used for making- the corrections,and recommends analytical procedures pertinent to the use of such plots.展开更多
文摘利用远程协同试验平台NetSLab,对一个多跨的桥梁结构进行了抗震试验研究。该平台是基于客户机/服务器概念开发的,提出了供结构拟动力远程试验用的数据模型和应用协议。它能够在远程结构实验室或计算机之间通过互联网传送控制和反馈数据。桥梁系统由3个柱子组成,分别在湖南大学、哈尔滨工业大学和清华大学之间模拟。湖南大学站点试验模型为GFRP约束弯曲型钢筋混凝土桥墩柱,哈尔滨工业大学站点试验模型为CFRP约束剪切型钢筋混凝土桥墩柱,清华大学站点则进行数值模拟。对该桥梁进行了3个水准地震作用下的远程协同拟动力试验,地震动加速度选用E l Centro波。试验结果表明,GFRP加固柱具有良好的延性及抗震性能,CFRP加固可阻止柱子的脆性剪切破坏,有效地提高其滞回性能及能量耗散能力,从而可大大地提高整个桥梁系统的抗震能力。
文摘The uranium-series disequilibrium methods fulfil the need for investigating late Quaternary events in the time interval (ca. 5,000 to 400,000 yr B. P.) which bridges the applicable ranges of the K-At and ^14C methods. Since the methods were developed some twenty-five years ago, they have been applied to pure carbonate with notable success. However,many carbonate deposits, especially those of continental origin, such as travertine, tufa and soil caliche, are impure and contain detrital material composed largely of silicate minerals.In order to date these carbonates with U-series isotopes, the practical approach is to chemically separate the carbonate matrix from the embedded detritus using dilute .acid leaching.This process inevitably also solubilizes some of the U and Th isotopes from the detrital component. The problem is then to correct for this detrital contamination. This paper reviews the detrital correction schemes that have been used, discusses the relative merit and mathematical aspects of the Roshoh-Szabo mixing line plots used for making- the corrections,and recommends analytical procedures pertinent to the use of such plots.
