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51.
介绍预应力钢筋加同计算方法和补强原理,确定预应力的大小和钢筋张拉量,并以实例计算程序及操作工艺。  相似文献   
52.
本文结合工程实例,阐述了交叉重叠隧道建造技术的要点,重点介绍施工监控量测的重要性,并制定了有效的施工措施。  相似文献   
53.
长期以来,具有浓厚计划经济特性的行政区划调整被作为一种实现区域整合的主要手段广泛使用。近年来,建设跨行政边界工业园区由于顺应了当前的社会经济发展趋势,实现了“好的管治”,而成为种实现区域整合的新的有效手段。两种手段的综合运用,将更有利于快速推进我国的区域整合。  相似文献   
54.
空心钢管混凝土轴心受压构件的工作性能和承载力   总被引:3,自引:0,他引:3  
介绍了离心法生产的各种截面空心钢管混凝土构件轴心受压时的工作性能。工作性能是随着套箍系数和空心率的变化而变化,呈系列化和连续性.符合统一理论的推断.用有限元法确定各种截面构件的组合抗压强度标准值和设计值,按具有e0=L/1000初始偏心的受压构件用有限元法确定圆钢管混凝土构件轴心受压的临界应力,对于多边形和方形截面构件,根据等效圆截面的欧拉临界应力的比较,导得多边形和方形截面构件的轴压稳定系数,以及空心多边形和方形截面构件的轴压稳定系数。进行了圆形,方形和多边形轴压短柱的试验,试验结果与计算结果吻合很好。同时导出轴心受压时统一的强度和稳定承载力设计公式,该公式对各种实心和空心,圆形和多边形截面都适用,使用方便,可供设计采用。  相似文献   
55.
海堤检测中 ,查明填石层的厚度是最关键的问题 ,而查明填石层的横断面形态又是最困难的问题。在广东某海堤检测中 ,我们应用瞬态瑞雷波法查明填石层的厚度收到较好效果 ,应用地震映像法查明填石层横断面两翼展宽和底宽也收到较好效果。应用该 2种方法再结合钻探和钎探 ,海堤横断面形态的确定就可以迎刃而解了。  相似文献   
56.
Building client/owners need estimates of likely construction costs for budgeting purposes early in the procurement process when little detailed design information is available beyond the type, size and location of the facility. One of the more sophisticated techniques available for this purpose is the storey enclosure method, developed by James in 1954. This uses the basic physical measurements of the building envelope, together with an arbitrary set of multipliers, or weights, to forecast tender/bid prices. Although seldom used in practice, James succeeded in showing his method to be capable of significantly outperforming alternative approaches.

The research reported in this paper aimed firstly to reassess James’ claims with new data and secondly to advance his method by using regression techniques to obtain the weights involved. Based on data from 138 completed Hong Kong projects for four types of building, two types of regression models were developed. This involved the use of sophisticated features such as leave-one-out cross validation to simulate the way in which forecasts are produced in practice and a dual stepwise selection strategy that enhances the chance of identifying the best model. An algorithm was also designed to select the appropriate parametric and non-parametric tests for objective and rigorous model evaluation against alternatives.

The results indicate that, contrary to James’ claim, both his original method and the two regression-based alternatives are not significantly better or worse than other models. Surprisingly, the widely used floor area model was found to under-perform in terms of consistency for offices and private housing. For private housing in particular, it was felt that the storey enclosure method was likely to offer good prospects of improvement on those methods currently in use in practice.  相似文献   

57.
M. Pircher  A. Wheeler 《Thin》2003,41(5):419-433
The structural behaviour of thin-walled circular cylindrical members has been shown to be imperfection sensitive. However, only little information of the exact nature of imperfections in such members is available. In this paper a method of measuring imperfections in circular cylindrical members is described, the method is simple to implement in a laboratory environment while providing accurate measurements. Numerical methods to process the measurements into three-dimensional imperfection maps are also presented along with an algorithm to distinguish between significant imperfection patterns and measurement ‘noise’. Results from a recent research project where this method has been used illustrate the derivations in this paper.  相似文献   
58.
厦门翔安海底隧道陆域段CRD法位移监测分析   总被引:2,自引:1,他引:2  
 厦门翔安海底隧道陆域段为软弱地层三车道大断面浅埋暗挖隧道,主要采用交叉中隔壁(CRD)法施工,结合现场施工情况对该隧道CRD法位移监控量测结果进行研究。研究结果表明,该隧道CRD法施工监控量测判断指标应以拱顶下沉为主,水平收敛为辅;拱顶下沉通常为最后收于一稳定值的台阶状上升曲线,各分部开挖引起的拱顶下沉增量呈一定比例关系,可用于对最终拱顶下沉量的预测和控制时机参考,施工中应重点控制引起约占总下沉量一半的CRD1初期支护尽早封闭;该隧道陆域段CRD法施工中CRD1最终拱顶下沉控制标为200 mm比较合适。综合位移监测分析和现场施工经验认为,翔安隧道陆域段CRD法相邻导坑掌子面间距控制为10~15 m,每循环开挖1.0~1.5 m(极软弱地段只允许开挖0.5 m)后立即支护,导坑内台阶长度控制在6 m以内,及时封闭仰拱,对控制最终拱顶下沉和保证支护结构稳定性成效良好,对隧道后续施工控制具有很好的指导意义。  相似文献   
59.
本文介绍的固端弯矩的计算方法是指各种支座形式在集中荷载作用下 ,单跨等截面超静定梁固端弯矩归为统一的计算公式。对受均布荷载作用的情况 ,固端弯矩可以通过积分求出  相似文献   
60.
On the 19 June 2001, a Thames passenger/tour boat underwent several evacuation trials. This work was conducted in order to collect data for the validation of marine-based computer models. The trials involved 111 participants who were distributed throughout the vessel. The boat had two decks and two points of exit from the lower deck placed on either side of the craft, forward and aft. The boat had a twin set of staircases towards the rear of the craft, just forward of the rear exits. maritimeEXODUS was used to simulate the full-scale evacuation trials conducted. The simulation times generated were compared against the original results and categorised according to the exit point availability. The predictions closely approximate the original results, differing by an average of 6.6% across the comparisons, with numerous qualitative similarities between the predictions and experimental results. The maritimeEXODUS evacuation model was then used to examine the evacuation procedure currently employed on the vessel. This was found to have potential to produce long evacuation times. maritimeEXODUS was used to suggest modifications to the mustering procedures. These theoretical results suggest that it is possible to significantly reduce evacuation times.  相似文献   
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