立柱加固型框架大楼的爆破拆除

采用定向控制爆破技术拆除立柱加固型7层框架大楼。为了彻底炸毁加固立柱,确保大楼顺利定向倾倒,通过多次爆破试验确定了炸药单耗、布孔参数和装药结构。为了控制大楼塌落时的触地震动,采取了秒差分区爆破、空中解体、铺垫缓冲层和开挖减震沟等技术措施。爆破过程中进行了震动监测。此外还介绍了起爆顺序、安全防护措施及爆破结果。     

创造超越式的包容:维米尔的画中画

荷兰画家维米尔在多幅作品中使用了画中画的创作方法,对画作的最终呈现起到了从形式和到意义的多重作用。本文尝试发现和进入维米尔画中画的多种形式,探究其设置画中画的思考原点,以及讨论这样设置达成的效果。     

Predictions of frame compliance and apex morphology in sharp nanoindentations

If all components in a nanoindentation system are well calibrated and a reference material has unique hardness, H and reduced modulus, E_r independent of the indentation depths, the load, L and the penetration depth, h in the indentation loading curve of the reference material can be correlated by L=Kh². Here the constant K is expressed by H, E_r and indenter geometry constants. By using H and E_r of a fused silica and the Berkovich geometry, an analytical expression for the indentation loading curve could be derived. To compare with this analytical loading curve, experimental indentation data were measured with two commercial nanoindenters. The experimental loading curves shifted leftward or rightward from the analytical loading curve and this depth deviation was attributed to improper calibration of the nanoindenters. Quantitative calibrations of frame compliance and indenter bluntness were tried for the raw nanoindentation data and this resulted in consistent nanoindentation data regardless of the used nanoindenters.     

An investigation of flavor complexity and food neophobia

The Food Neophobia Scale (FNS) measures reluctance to try novel foods. In describing foods, the term complexity is not well defined. The objective of this work was to assess the acceptability of familiar and novel foods, with varying levels of flavor complexity in both salty and sweet foods, by food neophobics and neophilics and to assess the effect of expectation (frame-of-reference effect) and familiarity on the acceptability of foods. FNS was administered to 864 subjects, who were classified to neophobic, or neophilic based on their FNS scores. Experiment 1, which was replicated twice, focused on four familiar foods, prepared in two versions, an original version and a more flavorful version. Subjects rated foods on complexity, acceptability and expectation. Neophilics gave significantly higher acceptability ratings to complex foods than bland foods and vice versa for neophobics. The different versions of foods did not always meet panelists’ flavor expectations. Experiment 2 included eight commercial foods, four salty and four sweet, with two novel and two familiar foods used within each taste category/quality. One of the foods within the familiar or novel pairs was expected to be flavorful (e.g. chili is typically served as spicy) and the other expected to be bland. Subjects rated foods on complexity, acceptability, familiarity and expectation. Six out of the eight flavorful versions of foods were chosen by subjects as more complex. Significant factors were taste quality, novelty, expectation, and familiarity (p < 0.05). Overall, neophilics were more accepting of novel foods than neophobics. The significant interaction between expectation and neophobia suggests that neophobics and neophilics may have different expectations of foods. Although neophobia × complexity was not significant, the neophobics’ acceptability ratings for bland versions were higher than for the flavorful versions.     

PK-PM结构软件的应用

随着计算机的应用 ,很多结构设计人员都甩掉了图板 ,采用了高效、准确、快捷的专业软件进行结构计算并绘图 ,PK-PM结构设计软件是其中应用较多的一种 ,本文介绍了 PK-PM使用中的一些经验及技巧     

正确应用CAD软件提高建筑结构设计质量

针对CAD设计软件使用过程中出现的问题 ,结合PKPM系列微机建筑结构CAD系统软件的应用 ,指出了建筑结构设计中存在的问题 ,分析了产生问题的原因 ,提出了今后设计中应注意的问题     

钢筋混凝土框架梁—柱—节点系统破坏界限的研究

通过大量框架节点试验资料的分析,可以发现：当梁先出现塑性铰,则柱和节点再出现塑性铰或达到极限强度就比较困难;柱先出现塑性铰,则梁和节点得到某种保护;反之,节点先出现破坏,则梁、柱不再出现塑性铰;我们谓之梁－柱－节点系统的”自动保护“现象根据理论分析得出梁－柱－节点系统的破坏界限。     

木结构建筑

本文介绍了木材作为永恒的建筑材料，其所具有的许多独特的性能和在建筑上的许多特殊的用处。并且还就木结构在多种建造形式中的特点和做法进行了简要的阐述，包括：轻质木框架房屋，多层木框架房屋、原木房屋、木框架房屋、柱结构房屋、木桥及特殊结构等。     

大景观--一种整体性的景观规划设计方法研究

针对目前国内景观规划设计领域存在的一些问题,提出"大景观"的整体性规划设计理念和方法,分析了这种规划设计方法的工作领域和工作流程,并对未来中国景观规划设计领域的发展趋势做出了相应的预测.     

影响高层框剪结构楼板刚性的参数

从按刚、弹性楼板计算框剪结构的底层中间框架柱剪力误差值的分析入手 ,建立了一个由弹簧支承的水平深梁的模型。以此剪力误差值作为衡量楼板刚性的指标并提出楼板剪切刚度的概念。从理论上证明楼板的刚性同地震烈度无关 ;通过对影响楼板刚性的各个因素进行分析比较 ,得出楼板的长宽比是影响楼板刚性的主要因素 ,而增加楼板厚度并不是增加楼板刚性的有效途径 ;不能单纯地根据楼板长宽比的范围进行刚性楼板的判断 ,也不能简单地根据楼板与剪力墙的刚度比进行刚性楼板的判断