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21.
武汉天兴洲大桥是武汉市继长江大桥之后又一座大型公铁两用大桥,两岸市政配套工程属大型市政工程,详细介绍了它的控制测量和地形测量技术方案及产品的检查验收,为类似工程的测量方案提供借鉴。 相似文献
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针对上一轮规划存在的问题,提出了新形势下开发土地利用规划编制信息系统的必要性和设计思路,尤其把环境影响评价引入规划编制的过程中,为土地优化配置、合理利用土地提供了决策依据。 相似文献
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Tsunami is one of a few kinds of natural disasters that leave people some time for escape. This escape time, which is essentially the time for the giant wave to propagate from the epicentre to a coast, has to be estimated without delay upon the occurrence of the incident. With the advancement of water wave theories, much work has been done to model the propagation of tsunamis from deep oceans to shallow water. The authors argue that while much emphasis has been put on the expansion of the high-tech early warning system and the development of complicated tsunami models, a simple-to-use yet accurate predictive model is still wanting. This paper presents a handy linear wave model, which is capable of estimating the arrival time of a tsunami with very good accuracy, as has been verified by comparison with past incidents. With the availability of such a simple model, even local communities without access to a high-tech warning system can readily estimate the time left for emergency evacuation. 相似文献
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网络计划管理技术在长江某穿越隧道工程中的应用 总被引:1,自引:0,他引:1
高路 《地质灾害与环境保护》2001,12(4):71-73
网络计划技术是一种科学的计划管理技术,它对工程组织过程和项目实施步骤进行全面的规划、编排,并在工程项目实施初期对多种方案进入深入的研究与比较,更科学地进行目标进度的安排。本文以长江某穿越隧道工程为例,详细探讨了用网络计划技术进行工程管理的过程。 相似文献
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Iain Docherty 《Area》2001,33(3):321-328
This paper presents an analysis of Transport 2010, the government's ten-year plan for transport. It develops discussions held by members of the RGS-IBG's Transport Geography Research Group (TGRG) in September 2000. It is argued that the plan marks something of a return to previous policies designed to accommodate increasing mobility. 相似文献
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近年来湖南省在地勘行业管理上开展了法规法制建设、规划计划编制、勘查秩序维护、勘查成果管理、勘查外部环境改善等方面的工作,“八五”后3年继续开展法制建设、勘查登记管理、勘查成果管理、建立行业统计系统、做好服务协调工作,推广改革经验等。 相似文献
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Pre‐ and post‐test analyses of the structural response of a three‐storey asymmetric reinforced concrete frame building were performed, aimed at supporting test preparation and performance as well as studying mathematical modelling. The building was designed for gravity loads only. Full‐scale pseudo‐dynamic tests were performed in the ELSA laboratory in Ispra. In the paper the results of initial parametric studies, of the blind pre‐test predictions, and of the post‐test analysis are summarized. In all studies a simple mathematical model, with one‐component member models with concentrated plasticity was employed. The pre‐test analyses were performed using the CANNY program. After the test results became available, the mathematical model was improved using an approach based on a displacement‐controlled analysis. Basically, the same mathematical model was used as in pre‐test analyses, except that the values of some of the parameters were changed. The OpenSees program was employed. Fair agreement between the test and numerical results was obtained. The results prove that relatively simple mathematical models are able to adequately simulate the detailed seismic response of reinforced concrete frame structures to a known ground motion, provided that the input parameters are properly determined. Copyright © 2006 John Wiley & Sons, Ltd. 相似文献
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通过工作实践,总结“3S”在新一轮土地更新调查中的作用,提出了“3S”集成技术的方法。设计出“3S”集成技术的在新一轮土地更新调查中的应用流程。 相似文献