Spatial evolution and growth mechanism of urban networks in western China: A multi-scale perspective

Journal of Geographical Sciences - Globalization and informatization promote the evolution of urban spatial organization from a hierarchical structure mode to a network structure mode, forming a...     

加强自然科学基金资助方向引导,推动陆地表层研究深化

着重阐述了近10年来,为推动陆地表层研究深入发展,国家自然科学基金在重点发展领域、重大研究计划、重大项目、申请代码及学科分类体系细化等层面对资助方向的引导作用。     

The incentive program for fishermen to collect marine debris in Korea

A significant amount of sea-based marine debris is generated and deposited in Korean coastal waters. The Korean government has removed 66,000 tons of deposited marine debris since 1999. However, to fully address the problem, the generation of marine debris needs to be prevented. As an alternative, Korean government has initiated an incentive program for fishermen, who collect fishing gear or other marine debris while fishing. Although a considerable amount of marine debris is collected and removed from major fishing grounds, the program may not incentivize long-term sustainable behavior, resulting in further discarding of marine debris when the program is completed.     

Hybrid formulation of operator splitting (OS) and Newmark‐β methods for collaborative structural analysis (CSA)

A collaborative structural analysis (CSA) system is developed, which is capable of performing highly sophisticated structural analyses utilizing beneficial features of existing individual structural analysis programs. In the system, the global equations of motion for the overall structural system are formulated in the host program. Some substructures, whose behaviors are relatively simple, are directly solved in the host program, whereas those having complex behavior are analyzed by the station programs. A time‐consuming static condensation procedure is needed for the substructures analyzed by the station programs if adopting an implicit integration scheme. The operator splitting (OS) method, which does not require tangential stiffness, can be used to improve the system efficiency. To this end, a hybrid formulation of the Newmark‐β and OS methods is proposed, and a CSA scheme based on the hybrid formulation is developed. In the CSA system adopting the hybrid formulation, the degrees of freedom whose tangential stiffness are unavailable are formulated by the OS method, whereas the rest are still formulated by the commonly used Newmark‐β method. Using the system, analyses of a three‐story‐braced steel moment‐resisting frame are conducted. In the analyses, the column bases are analyzed using the commercial finite element method software ABAQUS, and the remaining structural elements are analyzed using a frame analysis program called NETLYS. Results suggest that the hybrid formulation is very effective for the CSA system. Copyright © 2008 John Wiley & Sons, Ltd.     

Seismic vulnerability evaluation of axially loaded steel built-up laced members I： experimental results

An experimental program was initiated to investigate the seismic performance of built-up laced steel brace members. Quasi-static testing of twelve typical steel built-up laced member （BLM） specimens was conducted. These were designed to span a range of parameters typically encountered for such members based on findings from a survey of commonly used shapes and details that have been historically used. The specimens were subdivided into groups of three different cross-sectional shapes, namely built-up I-shape section, and built-up box shapes buckling about the x or the y axis. Within each group, global and local buckling slenderness ratios had either kl/r values of 60 or 120, and b/t ratios of 8 or 16. The specific inelastic cyclic behavior germane to each specimen, and general observations on overall member hysteretic behavior as a function of the considered parameters, are reported. A companion paper （Lee and Bruneau 2008） investigates this observed response against predictions from analytical models, and behavior in the perspective of system performance.     

GPS系统在坝体强震监测中的授时技术与应用

在地震监测行业,由于GPS能提供准确的公众时间,授时精度高、性能稳定、维护管理方便等特点得到了普遍应用。但在水利枢纽工程的大坝强震监测中,要想对不同坝段的测点系统进行GPS统一授时,得到更高的时间精度,却存在一定困难。为此,本文重点介绍了如何解决坝体内离坝面较远测点进行GPS精确授时问题及其涉及到的技术要点,解决方案及实施方法,并简述了GPS时间信息的获取方式,对授时过程中产生延时误差的原因进行了详细分析。     

基于现场测试的斜拉桥有限元模型修正

由于多年使用,桥的结构材料等都已经发生变化,因此在研究桥的当前工作状态时,必须依照现场测试结果,将初始模型修正为符合现阶段实际情况的有限元模型。本文以黄河胜利大桥为工程背景,根据设计资料建立了该桥初始有限元模型,用ANSYS通用软件开发了索力修正程序,该程序通过调整拉索的初始应变和附加质量块,使模型索力与设计索力之间误差在5％以内。计算发现,有限元模型中的施工顺序对成桥状态有着很大影响,应通过单元生死技术进行施工模拟。本文以各级加载工况下挠度、索力的变化情况作为控制目标,最终建立了能够反映加载工况下挠度变化、索力变化的黄河胜利大桥基准有限元模型,为今后监测桥的索力变化情况进而了解整座桥的工作状态奠定了基础。     

基于VC++大地电磁数据处理软件开发

研究了GDP大地电磁系统AVG的数据格式,根据实际需要、结合先进的计算机技术和当今比较流行的Visual C++6.0开发工具开发了相应的软件—GDP大地电磁数据处理软件,其中主要功能有：(1)多类型参数数据的曲线显示、参数值的实时显示以及读取存储功能;(2)可视化数据编辑功能;(3)电阻率深度提取功能.笔者在软件系统的设计中,嵌入了模块化思想,为今后完善和移植GDP大地电磁系统数据处理软件奠定了基础.最后通过GDP大地电磁系统数据处理软件对青海某矿区的实测CSAMT资料进行校正处理,效果明显,说明GDP大地电磁系统数据处理软件有较强的实用性.     

试论岩土工程勘察报告的编写工作

岩土工程勘察报告是建筑地基基础设计和施工的重要依据。在保证外业和实验资料准确 可靠的基础上,文字报告和有关图表应按合理的程序编制。要重视现场编录、原位测试和实验资 料检查校核,使之相互吻合,相互印证。要根据岩土地质时代、成因类型、岩土性质、状态、岩 石风化程度和物理力学特征合理进行地基岩土分层。报告要充分搜集利用相关的工程地质资 料,做到内容齐全,论据充足,重点突出,正确评价建筑场地条件,地基岩土条件和特殊问题, 为工程设计和施工提供合理适用的建议。     

从概念到立法:中国战略环境评价的回顾与展望

总结了国内10年来SEA在理论研究、技术方法、实践、管理制度等方面的成果、经验、存在问题,最后指出SEA的发展趋势与建议,包括建立覆盖决策链所有环节、贯穿决策全过程的环境评价体系,基于强化规划环评与生态规划的联系提出构建相辅相成的规划与评价体系的建议,以及将SEA作为促进决策的民主化与科学化、全面落实可持续发展战略的重要手段等。