高层建筑施工中大体积混凝土的裂缝控制

高层混凝土建筑的裂缝控制应该防患于未然,尽量预防有害裂缝,科学地将其有害程度控制在规范允许的范围内。只要使设计与施工能紧密结合,将裂缝控制在无害范围内是完全可以做到的。本文探讨了高层建筑施工中大体积混凝土的裂缝控制措施。     

铁路大吨位站台梁梁上制梁及无支架横移落梁技术

本文以合福铁路某项目站台梁施工为例,对铁路大吨位站台梁采用在正线梁上预制、利用轨道进行无支架横移落梁的施工技术进行了分析,希望对今后在类似条件下的桥梁施工提供参考。     

大跨度大空间公共建筑结构设计的分析

为了保证大跨度大空间的质量安全、保证大跨度大空间建筑的可持续发展,就必须对大跨度大空间公共建筑结构进行合理地设计,使其更符合时代发展的需要。     

斜拉桥承台大体积混凝土温控分析与应用

能够有效控制大体积混凝土的水化热是预防承台出现质量缺陷的关键因素。本工程主墩承台在基于Midas/civil模拟计算的基础上,通过监控数据分析,发现各项指标均在规范限值内,可供同类工程施工参考。     

大空间建筑消防给水系统的优化研究

大空间建筑具有灭火困难、发生火灾危险性大以及面积大、层数高的特点。因此,在设计大空间建筑消防给水系统时,要综合多方面因素,保证其安全性和可靠性。本文针对大空间建筑的消防给水系统优化进行了详细的分析。     

高斯背景中一类新的自适应阵列检测器

针对现有文献对自适应阵列检测问题的研究相对比较少的问题,构建高斯背景中一类新的自适应阵列检测器。从新的视角理解高斯背景中自适应阵列检测器的原理,分析了信号子空间建模目的,以及结构化与无结构化检测器、解耦与不解耦检测器之间的性能差异,并提出了调节因子的概念,构造并分析了一类新的结构化检测器。仿真结果表明：从计算负担和检测能力2方面考虑,Hyung Soo Kim的解耦结构化Kelly检测器,Yow-Ling Gau的降秩检测器,以及构造的解耦结构化Kalson检测器都具有比其他检测器更好的综合性能。该研究可为寻找非高斯背景中自适应阵列检测器的构造方法提供参考。     

Study on dynamic response of large and small aspect ratio isolated buildings

An experimental study of a large aspect structure, 1:4 scale five‐storey steel frame, is presented. Seismic responses of the test model to the unilateral and bilateral excitations are compared. The effects of aspect ratio on the maximum acceleration, the storey drift of the superstructure, the maximum displacement and the vertical load of the isolation system are investigated. A comparison of the large aspect ratio isolated building with the small aspect ratio isolated building showed significant difference of the effects of aspect ratio subjected to disparate earthquake ground motions. Experimental results reveal that the aspect ratio is an important factor influencing the axial load action on isolators and the tension stress of the lead‐rubber bearings. The superstructure flexibility of the large aspect ratio building‐isolation system and the effects of the axial force variation of the lead‐rubber bearings should be carefully considered for design. Copyright © 2013 John Wiley & Sons, Ltd.     

Collapse analysis of real RC spatial structures using known failure schemes of ferro‐cement shell models

Large‐span reinforced concrete (RC) shells collapses that occurred in the last decade caused many death toll as well as significant losses to national economies. The most famous cases were the collapse of the aqua park cover in Moscow on February 2004 and the 2E terminal roof destruction at Charles de Gaulle Airport near Paris on May 2004. Following the publications of the appropriate commissions that have studied the reasons of these events, the influence of concrete creep and changes in the shell geometry on buckling of RC thin‐walled shells was not properly considered in the design. This study is focused on buckling of such shells, taking into account geometrical and physical nonlinear behaviour of compressed concrete. Other important reasons of concrete shells collapse are also analysed. The study is based on available experimental and theoretical investigations of ferro‐cement shells' models previously performed by the first author. The results of these investigations, obtained for small‐scale ferro‐cement models of thin‐walled shallow RC shells, are discussed. Behaviour of the tested models is compared with that of the above‐mentioned real shells and similar structures, which also collapsed. The critical buckling loads for the shells are obtained. It is shown that these loads are lower than the actual ones; thus, the shells buckling was unavoidable. To prevent brittle shell failure, they should be designed using other dominant failure modes that appear before the buckling. Possible failure schemes of real RC shells can be predicted using dominant failure modes obtained by laboratory testing of scaled models. Copyright © 2012 John Wiley & Sons, Ltd.     

双层大角度倾斜轻质混凝土外隔墙施工技术研究

双层大角度倾斜轻质砼外墙,由于其构造的特殊性,传统施工方法不能同时进行双层砼浇筑,施工延续时间长,工期较难保障。本文针对双层大角度倾斜轻质砼外墙施工技术进行研究,通过设置喇叭型混凝土浇筑口,控制内外层混凝土浇筑厚度,相互平衡内外侧模压力,从而实现双层砼同时施工,不仅保证了混凝土的浇筑质量,而且缩短了工期。     

大型公共建筑节能分析及综合解决方案

近年来,节能减排逐渐成为了当今世界的主题。建筑节能是目前被视为热度最高的领域。因此,文章主要对大型公共建筑物的能耗问题进行研究分析和探讨,首先分析了目前大型公共建筑物能耗过高的原因,其次提出了大型公共建筑物节能降耗的综合解决方案。