Rubber Seed Oil as a Novel Substrate for Polyhydroxyalkanoates Accumulation in Bacillus cereus     

《洁净——土壤、空气、水》2017,45(10)

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Mechanical behavior of lead rubber bearings under and after nonproportional plane loading     

Shiang-Jung Wang  Wang-Chuen Lin  Yu-Sheng Chiang  Jenn-Shin Hwang 《地震工程与结构动力学》2019,48(13):1508-1531

Lead rubber bearings, which have been extensively applied in many seismic isolation designs for buildings, infrastructures, and facilities worldwide, were tested under unilateral reversal loading as well as nonproportional plane loading including circular, figure-eight, and square orbits in this study. The test results indicate that unlike the unilateral hysteretic behavior, the bilateral one of lead rubber bearings is too complicated to be characterized adequately by a simplified bilinear hysteretic model. It is mainly attributed to the bilateral coupling effect, which can be clearly observed from the abnormal deformation of the mesh pattern drawn on the rubber cover during the tests. In addition, after being subjected to nonproportional plane loading, the tested bearings reveal visible permanent twisting deformation. The profiles of the cut bearings present the fracture of the inside lead plugs. Even so, the further unilateral reversal loading test results prove that the fracture might not affect the whole hysteretic behavior and mechanical properties very much. The applicability, robustness, and generalization of adopting three previously developed analytical models for describing the coupled bilateral hysteretic behavior of lead rubber bearings are further demonstrated by comparing their predictions with the nonproportional plane loading test results. Although the coefficients are identified from unilateral reversal loading tests, the three analytical models can still have an acceptable prediction capability.  相似文献   

楔形挡块对中小跨径梁桥横向抗震性能的影响          下载免费PDF全文

赵竞  项长生  周宇  刘桂山 《地震工程学报》2020,42(1):22-31

在地震作用下中小跨径梁桥横向易出现落梁以及桥墩破坏。为了防止桥梁出现上述震害,提出以楔形挡块作为限位装置来提升桥梁的横向抗震性能。以一座3×20 m连续混凝土梁桥为例,通过OpenSees软件来建立有限元模型,在考虑板式橡胶支座的摩擦滑移效应、钢筋混凝土桥墩的非线性等力学效应的情况下,对其进行动力时程分析。引入主梁位移响应、桥墩顶部最大位移响应等作为指标,用柔性挡块、刚性挡块两种工况来与楔形挡块进行对比分析,并且分析楔形挡块不同角度对位移响应的影响。结果表明:楔形挡块角度设置合适时能够有效约束梁体位移响应,并且不显著提高桥墩顶部的位移响应。  相似文献   

地震作用下简支梁桥支座-挡块-桥墩相互作用研究          下载免费PDF全文

皮水萌  徐略勤  孙榕徽 《世界地震工程》2020,(1):137-145

为了提高中小跨径简支梁桥的抗震能力,促进多级抗震设计思想的完善,以汶川地震中的寿江大桥为背景,构建了支座-挡块-桥墩相互作用分析模型,采用增量动力分析（IDA）方法,以挡块强度和墩高作为变化参数,研究了支座滑移、挡块限位和桥墩塑性三者之间抗震性能状态的耦合关系。研究表明:提高挡块强度可有效地控制支座的滑移,但会增大桥墩的曲率延性系数,且桥墩越矮,曲率延性系数增长越快;随着挡块强度的变化,支座滑移比的变化幅度明显大于桥墩曲率延性系数;随着墩高的增大,挡块的相对限位能力会提高;对于中小跨径简支梁桥而言,理想的抗震状态为:允许挡块破坏,使得支座出现小幅滑移,桥墩出现可修复的塑性损伤。因此,在挡块设计中,可优先考虑支座的限位效果,再综合考虑桥墩的地震响应,当桥墩为矮墩时,挡块的设计强度不可过大。  相似文献   

不同气候适宜区的橡胶产胶潜力研究     

刘少军  张京红  李伟光  陈小敏  佟金鹤 《气象研究与应用》2021,42(1):48-52

基于2000-2015年MODISNPP遥感数据,利用橡胶产胶潜力模型得到了中国橡胶主产区年橡胶产胶潜力;利用橡胶树种植气候适宜性区划的研究成果,得到了中国橡胶主产区橡胶气候适宜区分布;在此基础上分析了不同气候适宜区橡胶产胶潜力的差异及不同高程上橡胶产胶能力的差异.结果表明:(1)中国橡胶主产区中,云南橡胶产胶潜力最高...  相似文献