Rubber effect on metallic dampers used on the supports of steel cross members

There are many strengthening methods made with steel cross members for strengthening the structures with inadequate earthquake behavior. This type of strengthening methods is also effective in buckling of the cross members in the behavior of the structural frames. This buckling may cause partial or complete collapse of the structure. Thus, it is quite important to prevent and limit the formation of buckling in steel crosses. At the TEC 2018, the insulation unit is defined as the elements that can exhibit flexible behavior on the horizontal direction and rigid behavior on the vertical direction under the effect of earthquake loads. The basic principle of using insulation units is that these members can dissipate energy in the carrier system. The originality of this study is to experimentally investigate the damper behavior created by using cylindrical rubber wedges, which can be easily found in the automotive industry, in combination with steel plates and bolts. In this experimental study, the contribution of seismic insulators to the structural element to be strengthened was investigated. The insulators used in this study are considered by analogy with lead-core rubber insulators. As such seismic lead-core rubber insulators move under the influence of lateral loads, the lead core inside makes plastic deformation, thus increasing the damping rate. In this insulator study, it is aimed to use U plates or bolts instead of lead core. While vertical loads are covered by rubber support, horizontal loads will be damped due to plastic deformation of U plates or bolts. The five types of seismic dampers were used as 10 B-type rubber wedge mounted damper (SR), 2 U-type steel plates damper (SP), 10 M6 steel bolted damper (SB), 2 U-type steel plates and 10 B-type rubber wedge mounted damper (SPR), 10 M6 steel bolted, and 10 C-type rubber wedge mounted damper (SBR). These specimens were tested under lateral loading and constant vertical loading. The results obtained at the end of the tests shall be compared considering the strength, stiffness, and dissipated energy capacities of the specimens.     

超高性能混凝土抗压强度尺寸效应及收缩特性

研究了钢纤维体积分数、膨胀剂种类及掺量对不同尺寸的超高性能混凝土(UHPC)试件28d抗压强度及自成型27h后至180d收缩特性的影响.结果表明:以40mm立方体试件抗压强度为基准,不掺膨胀剂时100mm立方体试件的抗压强度换算系数为0.75～0.80,而掺有膨胀剂的100mm立方体试件抗压强度换算系数为0.74～0.80;UHPC的收缩形式以自收缩为主,约占其总收缩量的87.0%～92.7%,掺加钢纤维能够有效降低其收缩量;试验选用的EA1膨胀剂因水化速率过快,在UHPC收缩测试前已基本完全水化,造成试件内部自干燥作用加强,因此增大了UHPC的收缩量;选用的EA2膨胀剂能与空气中的水蒸气及试件内部的水分发生反应并产生持续的膨胀效果,因此在实际应用时应注意控制其掺量,以保证UHPC的体积稳定性.     

Monitoring wind effects of a landfall typhoon on a 600 m high skyscraper

This article presents the observations of the atmospheric boundary layer (ABL) and wind effects on a 600 m high skyscraper during a landfall typhoon. Wind structure and characteristics throughout the entire ABL are presented and discussed based on records from a Doppler radar wind profiler and near-ground measurements at several meteorological stations. Wind speed profiles with the feature of low-level jets and radial-distance and exposure dependences of gradient height are stressed. Afterwards, wind-induced pressures on building surfaces of the skyscraper are investigated with highlights on non-Gaussian probability distributions of negative pressures and vortex shedding occurred alternately at two sides of the building. The structural responses measured by both accelerometers and strain gauges are analyzed subsequently. Modal parameters of the skyscraper and their dependence on response amplitude are presented and discussed. This study aims to provide useful information for the wind-resistant design of skyscrapers in tropic cyclone-prone regions.     

70%噻虫嗪WS处理打瓜种子防治地下害虫的药效试验

为验证70%噻虫嗪种子处理可分散粉剂(WS)对打瓜地下害虫的防治效果,采用拌种法,分别用种子量0.1%、0.2%和0.4%的剂量处理打瓜种子进行防治地下害虫的药效试验。结果表明:不同剂量药剂处理出苗率均在85%以上;对苗期地下害虫的平均防效分别为77.55%、83.67%、87.75%,且对打瓜生长无不良影响。     

高填方路基稳定性的几点思考

本文结合实际情况,在分析工程概况及工程地质条件的基础上,分析了填方路基失稳类型,通过反演方法进行了高填方路基填料的抗剪强度参数计算,并进行了高填方路基监测,说明了路基稳定控制的可行性。     

“因形借势”的度假酒店设计——威尼科斯雪野湖度假酒店设计实例

传统度假酒店设计往往受单一模式化制约,在因借地形上尝试不足。笔者所主持设计的威尼科斯雪野湖度假酒店从结合地形入手,组织建筑平面布局,营造富有层次感的建筑形象,同时有效减少了对自然环境的影响。     

特厚煤层孤岛综放工作面沿空护巷煤柱宽度及控制技术研究

为了提高特厚煤层孤岛综放工作面沿空护巷煤柱及巷道围岩稳定性,以唐家会煤矿61102特厚煤层孤岛综放工作面为研究对象,采用理论分析、数值模拟与现场实测相结合的研究方法,对特厚煤层孤岛综放工作面沿空护巷煤柱合理尺寸及巷道支护方式进行了研究,结果表明：采用应力极限平衡理论和内应力场分布规律,以及有限元法对比不同煤柱宽度的塑性区及应力分布特征,确定出孤岛综放工作面沿空护巷煤柱宽度为21 m;采用锚网索+钢筋梯子梁+钢带的联合支护方式,可以有效减小沿空巷道围岩移近量,显著提高沿空巷道围岩的整体稳定性。研究结果可为类似地质生产条件下的矿井提供参考依据。     

钻孔煤体破坏渗流模型及在煤层卸压抽采中的应用研究

为对比分析顺层钻孔在护孔和未护孔条件下的抽采效果,考虑煤体扩容特性,采用煤体孔隙率和渗透率动态数学模型,结合D-P屈服准则,建立了钻孔煤体破坏—渗流的流固耦合模型。以超化煤矿2煤层相关物理参数为基础,开展了钻孔卸压破坏范围及抽采瓦斯数值模拟,结果表明：钻孔发生卸压破坏后,虽然未护孔钻孔卸压范围是护孔钻孔的1.3倍,其周围煤体渗透率和孔隙率均大于护孔钻孔,但钻孔更易塌孔堵孔,当抽采90 d时,护孔钻孔有效抽采半径为未护孔钻孔的1.3倍。现场瓦斯抽采测定数据表明,护孔钻孔平均抽采瓦斯浓度为未护孔的1.6倍,平均抽采瓦斯纯流量为未护孔的1.4倍,并有效缩短了钻孔抽采时间。     

青钱柳胶囊的装量稳定性及其降糖功效评价

对影响青钱柳硬胶囊装量稳定性的相关指标进行了考察,并通过动物实验评价了该青钱柳硬胶囊的药效学作用。装量稳定性主要检测了青钱柳硬胶囊颗粒的含水量、堆密度和休止角等指标。药效学作用则通过链佐霉素(STZ)诱导建立了糖尿病小鼠模型,将其随机分成模型组、消渴丸阳性对照组、青钱柳胶囊高、中、低剂量组,同时以正常小鼠做对照组,连续给药3周后,测定各组小鼠的多项生理生化指标,并取胰腺进行病理组织检查。结果显示,该青钱柳硬胶囊颗粒的含水量、堆密度和休止角,均在较理想的范围内。青钱柳胶囊高剂量组不仅可以极显著的降低(与模型组相比p<0.01)糖尿病小鼠的血糖值和总胆固醇量,改善肝糖原含量和受试小鼠的体质量,而且可以增加胰岛数目,增大胰岛面积,减轻胰岛细胞变性程度。上述结果表明该青钱柳胶囊的装量稳定性较好,且对STZ所诱导的糖尿病小鼠的典型病症具有改善和治疗作用。      

转Bar、Bt基因双抗大米外源基因在食品加工过程中稳定性的研究

旨在了解转Bar、Bt基因双抗大米外源基因在酒酿和米果加工过程中的稳定性,以转Bar、Bt基因双抗大米为原料,进行了6种不同方式的加工,并针对其加工品中外源基因(包括CaMV35S启动子、Ubiquitin启动子、NOS终止子、Bar基因和Bt基因)进行不同大小片段的PCR扩增。结果表明,实验中长度小于200bp的片段均具有较高的GC含量(NOS终止子除外)和良好的稳定性。