灌浆套筒连接装配式框架-剪力墙爆炸响应与破坏

为了探究采用灌浆套筒连接的装配式框架-剪力墙结构的爆炸响应与破坏模式,运用LS-DYNA软件建立一榀两层的现浇框架-剪力墙和装配式框架-剪力墙的有限元模型,分别模拟分析了不同位置处发生爆炸时两种框架-剪力墙结构的动态响应及破坏模式,并对灌浆套筒连接的装配式框架-剪力墙进行了抗爆性能评估。研究结果表明:灌浆套筒连接的装配式框架-剪力墙结构整体性差,主要原因是预制构件和坐浆层、现浇带之间存在新旧混凝土的薄弱粘结面,粘结面的界面接触在爆炸荷载下首先发生断开,然后爆炸冲击力在结构局部区域发生聚集,使得结构的变形较为集中,容易造成结构局部发生严重的脆性破坏;现浇框架-剪力墙结构具有较好的整体性,爆炸冲击力在结构内能够有效地传递,而且构件之间具有良好的协同作用,结构变形较为均匀,现浇框架-剪力墙的破坏为延性破坏;炸药在结构中不同位置发生爆炸时,爆炸冲击波直接作用的构件损坏严重,其它构件损坏较轻。     

拉索预应力空间网格结构的索张力计算及张拉全过程分析

实际工程中,对于拉索预应力空间网格结构的索张拉是一个需要反复调整的繁琐过程。对此,提出了一种针对多阶段多批次张拉施工全过程分析的计算方法,用以提高索张拉施工的效率。该法通过不断减小拉索实际张力与目标张力的差值来求解各索在张拉过程中应该产生的初始应变,最后只要利用计算结果并按照预定的顺序张拉,便可使所有索只经过一次张拉就能最终达到各自的目标张力值。对一个150 m跨度的拉索预应力球面巨型网格结构进行了计算,并利用计算结果,对结构的杆件内力和最大节点位移进行了张拉全过程跟踪分析。结果表明,在实际工程中采用上述方法进行计算与张拉是切实可行的,另外,在张拉过程中进行跟踪分析十分必要。     

基于Pushover方法的中小学砌体结构抗震性能评估

针对中小学砌体结构教学楼的受力特点,提出横墙和开洞纵墙的等代框架模型,分析了模型的抗弯、抗剪和轴向刚度计算方法;结合国内外对钢筋混凝土结构性能水平的划分标准,将砌体结构的性能水平划分为正常使用、中等破坏和生命安全三个阶段,并通过对大量砌体墙片试验数据的统计,得出其各性能水平对应的层间位移角限值。最后利用所提模型对一砌体结构教学楼进行Pushover分析,将其实际层间位移与所提性能指标进行比较,结果表明结构在不同地震水平下均满足预定的性能目标。     

某耗能减震框肢剪力墙转换结构分析

采用复合型铅粘弹性阻尼器对带转换层框肢剪力墙结构的某酒店进行了耗能减震设计,对耗能减震结构和钢支撑结构进行了对比分析,包括反应谱和局部非线性多遇地震作用和罕遇地震作用下的时程分析。结果表明,底部框架结构布置复合型铅粘弹性阻尼器后,在多遇和罕遇地震情况下层间位移能满足《建筑抗震设计规范》要求,并且采用耗能减震结构能优化整体结构,不会对转换层上部结构产生不利的影响,能更好地改善结构的抗震性能。     

钢桁架-钢筋混凝土管柱结构风参数试验研究

结构下部空旷,上部挡风墙承担的风荷载对结构下部产生较大作用。我国规范没有对该类结构及其顶部透气性A型架的风参数作具体规定。为解决工程设计中风参数取值问题,进行了刚性模型风洞试验研究,得到了不同工况下挡风墙、A型架、管柱的体型系数及挡风墙的阵风系数,分析了风机、周围建筑物、风向角对相关风参数的影响,给出了相关参数的建议值。并将试验结果与数值模拟计算结果进行了对比分析,结果表明,二者吻合较好,研究结果为工程设计提供了基础资料,可供同类工程参考。     

Bacterial community structure analyses to assess pollution of water and sediments in the Lake Shkodra/Skadar, Balkan Peninsula

- Goal, Scope, Background. Lake Skadar is the largest lake in Balkan Peninsula, located on the Montenegro-Albanian border. The unique features of the lake and wide range of endemic and rare or endangered plant and animal species resulted in the classification of the Skadar as a wetland site of international significance. In spite of its importance the Lake is influenced by inflowing waters from river Morača and other regional rivers contaminated by the industry, municipal and agricultural activities in the area. Therefore, the Lake has been subject of various physical, chemical, biological and toxicological examinations. However, community-level analyses are most relevant to assess the effect of stressors on aquatic ecosystems. In the present study bacterial community structure among differently polluted sites of the lake was compared by genetic fingerprinting technique. Methods Water and sediment samples were collected from five differently polluted sampling sites on the Lake Skadar in spring and autumn of the same year. The bacterial community structure in the samples was characterized and compared by temporal temperature gel electrophoresis (TTGE) analysis of polymerase chain reaction-amplified bacterial 16S rRNA genes. Results and Discussion The TTGE analysis resulted in many distinguishable and reproducible band patterns, allowing reliable comparison of bacterial communities among sampling sites. Results on the bacterial community structure revealed that three of the selected locations can be considered as sites that have not shown any pollution degradation determined by our method, due to similar structure of bacterial community in the sediment samples. On the other hand, significant shifts in bacterial community structure in the mouth of the river Morača and Plavnica were shown. Since the results coincide with some of the bioassays and chemical analysis performed previously, the changes in bacterial community structure are explained as an effect of antropogenic pollution on the lake ecosystem by waters of river Morača and stream Plavnica. Conclusion The TTGE has proven to be an efficient and reliable method to monitor bacterial dynamics and community shifts in aquatic environment, especially in the sediments. Within the variety of environmental quality assessments the use of TTGE analyses of bacterial community is strongly recommended, particularly as an initial investigation. However, in any conclusion on the state of the environment, the TTGE results should be combined to some other biological, chemical and hydrological data. Recommendation and Outlook Since prokaryotes are a crucial group of organisms in the biosphere, the ecosystem function studies are largely based on bacterial communities. Therefore, bacterial community structure analysis should be a part of an integrated weight of evidence approach in pollution assessment. In case of Triad approach, consisting of chemical analyses, bioassays, and community studies in the field, the TTGE bacterial community structure analyses should be placed in the later Triad leg. In comparison to other community studies, based on various biotic indices, the TTGE bacterial community analysis has proven to be very sensitive, reliable and less time consuming.     

密云水库上游河流底栖动物群落结构与水质评价

于2013年5月至10月对密云水库上游河流中大型底栖无脊椎动物(以下简称底栖动物)进行了采样调查。结果表明,采集到的底栖动物隶属于4门10纲16目45科,其中以节肢动物种类最多,占总数的80%,且水生昆虫占总数的67%,出现频率最高的是节肢动物门蜉蝣目蜉蝣科的昆虫,出现频率达87%;从分布来看,白河流域采集到的底栖动物种类最多、密度最高,而潮河流域采集到的底栖动物生物量最大;以底栖动物为指示生物的水质评价结果显示,密云水库上游河流中50%采样点的水质为Ⅰ级(清洁),其余50%为Ⅱ级(轻微污染),水质整体较好,与现场生境调查和水质监测的结果相吻合。     

管道结构对氢/空预混气体爆炸特性影响研究

为研究管道结构对氢-空预混气体爆炸特性影响,采用实验与数值模拟相结合的方法,分析不同管道结构内氢-空预混气体燃爆时火焰传播进程、爆炸压力、湍流动能变化及流场分布.结果表明:90°弯管对氢-空预混气体爆炸强度增强作用明显高于T型分岔管和直管.火焰阵面在结构突变处褶皱变形较明显,并出现大尺度强湍流和涡团,气团脉动速度与湍流...     

混合接种PN与PN/A颗粒污泥快速启动连续流自养生物脱氮反应器

在连续流条件下,快速培养亚硝化-厌氧氨氧化（PN/A）颗粒污泥是实现污水高效生物脱氮处理的关键技术. 与PN/A污泥相比,亚硝化（PN）颗粒污泥具有生长周期短、易于批量化培养的优点,并可作为富集厌氧氨氧化菌（AMX）的载体. 在3个完全混合流反应器（R1~R3）中,分别按照质量比3∶1、1∶1和1∶3混合接种PN/A和PN颗粒污泥,并通过设置高氨氮负荷、短水力停留时间和强水力剪切条件,成功启动了连续流自养生物脱氮工艺. 结果表明,尽管R3的启动时长较R1和R2更长,但污泥接种比并未显著影响连续流反应器在稳定状态下的脱氮性能,总氮去除负荷均可达到2.6 kg·（m³·d）^-1以上. 接种的PN颗粒污泥通过提供好氧氨氧化菌种（AOB）,为AMX生长供给了充足的亚硝态氮基质,充分发挥了培养PN/A颗粒污泥的前驱体作用. 由高通量测序结果可知,R1~R3中成熟颗粒的微生物丰度和多样性指数均明显高于接种污泥. AOB（Nitrosomonas属）和AMX（Candidatus Kuenenia和Brocadia属）与Chloroflexi、Bacteroidetes和Chlorobi等异养菌门是驱动自养生物脱氮和维持颗粒结构稳定的关键菌群. 总之,PN与PN/A颗粒污泥的混合接种是快速启动连续流自养脱氮工艺的可行策略,对工程应用具有指导意义.     

上海隧桥工程海域生态系统健康的初步评价

随着上海经济的快速发展,一些大型海洋工程在上海海域纷纷兴建,造成了生境破碎化、生物多样性的破坏等一系列的生态损害。在分析海洋工程可能造成生态损害的同时,以上海长江口隧桥工程为例,选择2007年春季和秋季的2次生态调查数据进行研究。架桥阶段结束后,综合分析了春季与秋季的调查数据,发现各项指标均有偏向于不利的趋势。基于结构功能指标体系评价法,并利用层次分析法研究后得出上海长江口隧桥工程附近海域的综合健康指数分别为2043和2166。根据CHI≤3的情况下判断,该海域的生态健康状况属于不健康接近亚健康状态,表明河口生态系统自然属性发生明显改变,生物多样性及生态系统结构发生了一定程度的变化,主要生态服务功能出现退化或丧失。针对遭遇海洋工程破坏的生境,需要进行更多、更长时间的人工干预,并提出有效的生态保护和修复对策。