剪切屈服型可更换耗能梁的抗震性能研究

针对传统结构震后修复能力不足,带可更换构件的混合框架结构体系在地震作用下,可更换耗能构件集中损伤和耗散地震能量,保护其他构件不损伤或轻微损伤,更换损伤的耗能构件,即可实现结构预定功能震后可恢复。通过3个可更换耗能梁试件,研究其抗震性能。在此基础上,通过SAP2000有限元建模,对带可更换构件的混合框架结构进行非线性分析,研究整体结构体系的屈服机制、承载力和可更换耗能构件的可更换性能。结果表明:试件均发生剪切屈服型破坏,破坏特征包括腹板－加劲肋焊缝撕裂、腹板屈曲和腹板撕裂。各试件的滞回曲线非常饱满,具有优异的承载能力、变形能力和耗能能力;在地震作用下,带可更换构件的混合框架结构体系中各构件能够实现良好的有序屈服机制,可更换耗能构件具有较好的可更换性。     

台湾集集地震九份二山滑坡发生机制的三维数值模拟分析

台湾九份二山滑坡体积约4107m3,是1999年集集地震所诱发的大型滑坡之一。该滑坡造成了巨大的生命财产损失,引起了众多研究者的关注,但由于地质地貌条件等多因素的影响,对该滑坡的研究特别是有关滑行机制问题等还有许多争议。本文作者基于颗粒体离散元素法,对九份二山滑坡的传送与堆积过程进行了仿真模拟,并由此分析探讨了滑坡的崩滑机制。模拟分析结果表明:滑坡体滑动时的摩擦系数为0.05,其最快速度可达50ms-1; 由于受地貌地形的影响,滑坡体滑行距离并不长,最大为1148m。滑坡过程模拟同时显示:该滑坡由于受滑坡前缘和滑坡面的几何形状影响,滑坡的崩滑机制并非单一的剪出破坏或拱曲作用,而是在滑坡体西南部区域以拱曲作用为主,在滑坡块体的东北部以剪出作用为主,并非二维模拟结果所显示的那样仅仅是拱曲破坏机制。本实例研究表明在分析大型山崩滑坡的崩滑机制时,除了要考虑崩塌物的特性及构造特征外,还需要考虑滑坡体周边的地形地貌特征和滑动面的几何特征。     

A model for moisture and heat flow in fractured unsaturated porous media

The present study investigates propagation of a cohesive crack in non‐isothermal unsaturated porous medium under mode I conditions. Basic points of skeleton deformation, moisture, and heat transfer for unsaturated porous medium are presented. Boundary conditions on the crack surface that consist of mechanical interaction of the crack and the porous medium, water, and heat flows through the crack are taken into consideration. For spatial discretization, the extended finite element method is used. This method uses enriched shape functions in addition to ordinary shape functions for approximation of displacement, pressure, and temperature fields. The Heaviside step function and the distance function are exploited as enrichment functions for representing the crack surfaces displacement and the discontinuous vertical gradients of the pressure and temperature fields along the crack, respectively. For temporal discretization, backward finite difference scheme is applied. Problems solved from the literature show the validity of the model as well as the dependency of structural response on the material properties and loading. Copyright © 2016 John Wiley & Sons, Ltd.     

Differences in the neighborhood: Structural variations in the carapace of shore crabs Carcinus maenas (Decapoda: Portunidae)

The present study compared the carapace structure of Carcinus maenas in two nearby sites (2 km apart) within Minho estuary, submitted to different physicochemical and ecological conditions (water temperature, pH, crabs’ density and sex ratio). The carapace structure of the carapace and chelae of the crabs presented significant differences between sampling sites (t-test; p < 0.01). The SIMPER analysis revealed that the Weight/CW and Thickness/CW ratios explained all the dissimilarities found among sites. Overall, the male carapace was proportionally thicker at station 2 (t-test; p < 0.01), while the female carapace was proportionally thicker at station 1 (t-test; p < 0.001). A thicker carapace can be advantageous when competing for food or a sexual partner. We hypothetized that, since at station 2, the density of individuals was twice higher than at station 1, it is likely that agonistic encounters are more frequent, thus favouring a thicker carapace.     

钢-混凝土组合剪力墙抗震性能研究简述

钢-混凝土组合剪力墙可以充分发挥钢和混凝土2种材料的优势,改善传统钢筋混凝土剪力墙延性和耗能能力较差的缺点,在钢-混凝土混合结构中具有应用优势。本文简要介绍了国内外一些新型的钢-混凝土组合剪力墙,并简述了其抗震性能的研究现状,最后对一些关键问题进行了初步探讨。     

装配式内藏钢桁架混凝土剪力墙抗震性能试验研究

为了提高装配式剪力墙的抗震性能,提出并设计了一片暗柱内置H型钢装配式内藏钢桁架混凝土剪力墙及一片暗柱内置圆钢管装配式内藏钢桁架混凝土剪力墙,其中H型钢竖向连接采用顶底角钢复合连接,圆钢管竖向连接采用端板焊接.通过对试件进行低周反复加载试验,得到剪力墙试件的破坏模式、滞回曲线、承载力、延性、残余变形、刚度退化和耗能能力等...     

北京大型居住区居民通勤行为对比研究——以望京居住区和天通苑居住区为例

郊区化的过程中,居住-就业均衡性存在解体和重构的过程。以北京郊区两个大型居住区——望京居住区和天通苑居住区作为研究对象,通过问卷调查的方式获取了居民居住、就业以及通勤等方面的相关数据。研究表明:通勤时间较长是近郊大型居住区居民的共性,但由于大型居住区功能定位的差异以及所在区位和道路体系的差异,单一型居住区和混合型居住区也存在高峰通勤出行时间、通勤工具选择和通勤流向等通勤行为的差异。对这些主要影响因素加以合理规划,对解决郊区化过程造成的制住分离加剧问题具有重要作用。     

顾及时间效应的周围人口与视频监控对街头抢劫者作案地选择的影响研究

作案地选择是犯罪地理学的研究主题,但以往研究侧重考虑建成环境和社会环境的影响,缺乏研究周围人口与视频监控的作用。为弥补这一不足,论文以中国ZG市为例,利用离散空间选择模型,检验周围人口和视频监控对街头抢劫者作案地选择的影响,并尝试验证其时间效应。结果表明：① 周围人口与视频监控对街头抢劫者作案地选择均存在显著负影响,但两者的作用强度有所差异,即它们均能抑制街头抢劫的发生,但周围人口的监护作用大于视频监控的威慑作用;② 在周内日变化上,周围人口和视频监控的监护作用具有时间平稳性;但在日内时变化上,周围人口的影响呈现出时间波动性,而视频监控的影响却保持时间稳定特性。研究结果对警务防控和犯罪研究具有重要的参考意义,如：① 开展社会治安视频监控系统防控效果的实验评估,并对其布设位置进行动态优化与调整;② 在城市规划或城市更新时安排适量的混合功能用地,以在规划或管理上加强对周围人口的适度调节;③ 未来时间效应研究应重点关注日变化规律。     

Cyclic behavior of natural organic clay under variable confining pressure that match traffic loading conditions

ABSTRACT

One-way cyclic loading is more typical for traffic loading and cyclic triaxial test has been recognized as a useful method for solving many engineering problems. Under traffic loading, the influence of variable confining pressure on cyclic behavior of natural organic clay subjected to cyclic traffic loading is rarely reported in the literature. In this study, a laboratory investigation on undrained cyclic behavior of natural organic clay is presented and conducted by cyclic triaxial apparatus. Tests are conducted by both constant confining pressure and variable confining pressure, to simulate the loading conditions induced by passing vehicles in actual engineering. Different stress levels are also considered in this study. By comparing between the results of constant confining pressure tests and variable confining pressure tests, it shows that the one-way cyclic behavior of organic clay is influenced significantly by variation of confining pressure, in terms of pore water pressure, permanent axial strain and stress–strain hysteretic loops.