核心筒抗震性能水准及变形限值研究

为研究核心筒抗震性能水准及其指标限值,完成了3个核心筒拟静力试验,记录了损伤过程及对应的层间位移角。在现有核心筒研究成果及国内外规范的基础上,将核心筒的抗震性能水准划分为4个等级,并给出了相应的宏观描述。通过总结相关试验研究结果,发现《建筑抗震设计规范》(GB50011-2010)对层间位移角限制过于严格,考虑到结构带裂缝工作,层间位移角限制过严会增加建筑成本,并导致结构自重增加而不利于抗震,故建议适当放宽核心筒的层间位移角限值,分别给出框架-核心筒及筒中筒结构最大层间位移角建议值。     

北太平洋海温Victoria模态与ENSO年际关系的非对称特征

利用美国NOAA海表温度资料,重点分析了北太平洋海温异常EOF第二模态Victoria模态(VM)与ENSO年际关系的非对称特征.研究发现,VM和ENSO在年代际尺度上相关性较弱,而在年际尺度上有很好的相关关系,两者同期为负相关,VM超前1 a为正相关.然而,正负VM事件与ENSO冷暖位相在年际尺度上的联系存在着一定的...     

长江中下游安庆沿江湖泊湿地夏季鸟类多样性调查

湖泊湿地是鸟类的重要栖息地,湖泊湿地鸟类是湖泊生态系统重要的监测生物,湖泊湿地鸟类多样性及其影响因素的研究对湿地管理具有重要意义.2011年7-8月,采用样线法对长江中下游安庆沿江7个湖泊湿地的夏季鸟类资源进行了调查,以期为湖泊湿地资源管理提供依据.共记录到安庆沿江湖泊湿地鸟类14目35科82种,其中留鸟27种(占32.9%),夏候鸟37种(占45.1%);水鸟28种(占34.6%);肉食性、食虫和杂食性鸟类占多数,分别占30.5%、30.5%和23.2%;须浮鸥、夜鹭、丝光椋鸟、黑脸噪鹛、树麻雀、家燕等6种鸟类为优势种.物种数以黄大湖最高(50种),白荡湖和破罡湖最低(各28种);Shannon-Wiener指数以黄大湖最高(2.123),白荡湖最低(1.918);均匀度指数以龙感湖最高(0.865),菜子湖最低(0.739).进一步分析显示,鸟类物种数、多样性指数与湖泊面积呈显著正相关,鸟类物种数、多样性指数与干扰强度呈显著负相关.采取退田还湖、恢复湿地等途径增加湿地面积、生境类型和植被资源对于保护湖泊湿地的鸟类资源具有积极意义.     

Development of high‐performance shake tables using the hierarchical control strategy and nonlinear control techniques

Conventional shake tables employ linear controllers such as proportional‐integral‐derivative or loop shaping to regulate the movement. However, it is difficult to tune a linear controller to achieve accurate and robust tracking of different reference signals under payloads. The challenges are mainly due to the nonlinearity in hydraulic actuator dynamics and specimen behavior. Moreover, tracking a high‐frequency reference signal using a linear controller tends to cause actuator saturation and instability. In this paper, a hierarchical control strategy is proposed to develop a high‐performance shake table. A unidirectional shake table is constructed at the University of British Columbia to implement and evaluate the proposed control framework, which consists of a high‐level controller and one or multiple low‐level controller(s). The high‐level controller utilizes the sliding mode control (SMC) technique to provide robustness to compensate for model nonlinearity and uncertainties experienced in experimental tests. The performance of the proposed controller is compared with a state‐of‐the‐art loop‐shaping displacement‐based controller. The experimental results show that the proposed hierarchical shake table control system with SMC can provide superior displacement, velocity and acceleration tracking performance and improved robustness against modeling uncertainty and nonlinearities. Copyright © 2015 John Wiley & Sons, Ltd.     

水平荷载情况下深海吸力锚稳定性研究

深海吸力锚基础的极限承载能力是海洋工程结构设计中的一个关键问题,达到极限平衡状态时,吸力锚的极限承载能力与其失稳模式密切相关。本文基于Cou lom b摩擦对原理,给出了一种精确模拟吸力锚承载能力的有限元模型。在该数值模型基础上,利用通用有限元分析软件ABAQU S,研究了系泊点位置、长径比对吸力锚承载能力的影响,并给出了深海吸力锚失稳模式。研究结果表明,系泊点位置极大地影响着吸力锚的极限承载力和稳定性,系泊点位置的变化,会导致吸力锚出现前倾转动、平移滑动和后仰转动等的失稳模式。     

Extraction of real modes and physical matrices from modal testing

A technique to extract real modes from the identified complex modes is presented in this paper, which enables the normalized real mode shapes, modal masses, and full or reduced mass and stiffness matrices to be obtained. The theoretical derivation of the method is provided in detail. An 11-DOF vibration system is used to validate the algorithm, and to analyze the effects of the number of modes utilized and measurement DOFs on the extraction results. Finally, the method is used to extract real modes from both experimental modal analysis and operational modal analysis.     

Trophic guilds of EPT (Ephemeroptera,Plecoptera, and Trichoptera) in three basins of the Brazilian Savanna

Insects of the orders Ephemeroptera, Plecoptera, and Trichoptera (EPT) are prominent among stream biota and are associated with many ecological processes in these environments, meaning that a proper definition of their habits is essential. We studied EPT from three watersheds in Brazil (Paraguai, Paraná, and São Francisco) in order to (i) determine the trophic guilds of EPT genera sampled; (ii) determine whether trophic guilds reflect EPT phylogenetic component (taxonomic distance); (iii) compare trophic guild composition among watersheds; and (iv) verify the effect of environmental components in trophic guild composition. Eight trophic guilds were determined based on gut content analysis: detritivores, fine-detritivores, fine-detritivores/algivores, coarse-detritivores, coarse-detritivore/algivores, periphytivores, carnivores, and omnivores. Caddisflies presented the most variable diet and many genera belonged to different trophic guilds in different basins. Overall trophic guild composition did not reflect the taxonomic distance among taxa and it did not differ among the three basins. Instead, EPT guilds were related to local environmental variables, evidencing that their diet probably varies according to local resource availability, highlighting the importance of empirical assessments of diet for ecological studies.     

相邻结构-地基-土相互作用的分支模态实用研究

本文在提出模态综合二步分析法研究相邻结构－地基－土相互作用的基础上,采用振动特性和实际结构相同的模拟结构,求得上,下部之间的耦合项,将耪合项和地震动一起组成修正地震动,以此作为刚性基础的结构抗震的分析的地震输入,本文为利用专业程序进行相邻结构－地基－土相互作用抗震分析提供了新的途径。     

基于Hilbert-Huang变换和随机减量技术的模态参数识别

傅里叶分析的信号处理方法对非线性、非平稳信号的处理能力差,传统的模态参数识别方法也存在阻尼比识别精度不高的问题。基于Hilbert-Huang变换和随机减量技术提出了一种新的、实用的模态参数识别方法,首先对结构振动信号进行滤波处理和经验模态分解,得到若干阶本征模态响应,然后利用随机减量技术提取自由衰减响应,进而由Hilbert-Huang变换得到信号的瞬时特性,最后结合模态识别的基本理论识别结构的模态频率和模态阻尼比。为了验证这一方法的有效性,对12层钢筋混凝土框架模型振动台试验一测点的加速度记录进行了处理,识别了模态参数,识别结果与其它识别方法及有限元分析结果的对比表明该方法识别模态频率是可靠的,而模态阻尼比识别的精准性仍然难以确认。     

直接基于位移设计的高强钢组合K形偏心支撑钢框架的抗震性能研究

K形高强钢组合偏心支撑(K-HSS-EBF)是指耗能连梁和支撑采用Q345钢,而框架梁、框架柱采用高强度钢(如Q460)。为研究其在罕遇地震作用下的抗震性能,在试验研究的基础上,采用直接基于位移的抗震设计方法设计了5层、8层和12层算例,分别进行静力推覆分析和动力弹塑性分析,研究高强钢组合偏心支撑钢框架在罕遇地震作用下层间侧移分布和破坏模式。研究结果表明:直接基于位移的抗震设计方法设计的算例在罕遇地震作用下,结构的层间侧移满足我国现行抗震规范的要求,结构呈理想的渐进式梁铰屈服机构,并证明该设计方法的合理性和可靠性。