2种罗非鱼加工下脚料产物替代秘鲁鱼粉养殖奥尼罗非鱼(Oreochromis niloticus×O.aureus)稚鱼效果评价     

彭淇  王斐  吴彬  杨丽萍  张雨晴  冯健 《海洋与湖沼》2014,45(3):602-607

采用传统养殖试验方法进行了评价罗非鱼加工下脚料制备的2种产物替代秘鲁鱼粉在奥尼罗非鱼(Oreochromis niloticus×O.aureus)稚鱼实用日粮中的效果研究。实验设计了3种等蛋白质(33.8%)、等能量(16.50MJ/kg)左右的实用实验日粮,对照组与试验组1、2日粮中分别添加秘鲁鱼粉、罗非鱼加工下脚料产物制备的酶解小肽和鱼粉。实验结果表明,实验期间(63d)各实验组鱼均无死亡;添加罗非鱼鱼粉组鱼的特定生长率和饲料效益均显著性低于秘鲁鱼粉组(P0.05),而添加罗非鱼酶解小肽组鱼的特定生长率和饲料效益均高于秘鲁鱼粉组,但2组间无显著性差异(P0.05);实验各组鱼的肝体比和肠脂比,鱼体水分、粗蛋白质、粗脂肪、粗灰分、氨基酸比例与脂肪酸比例均无显著性差异(P0.05)。本实验认为,在奥尼罗非鱼幼鱼罗非鱼实用日粮中罗非鱼酶解小肽可以替代秘鲁鱼粉,但罗非鱼鱼粉养殖效果较秘鲁鱼粉差。  相似文献   

Debating clean energy: Frames,counter frames,and audiences     

Michaël Aklin  Johannes Urpelainen 《Global Environmental Change》2013,23(5):1225-1232

In the United States, both scholars and practitioners have repeatedly emphasized the importance of “issue framing” for garnering public support for climate change policy. However, the debate frequently overlooks the importance of counter frames. For every framing attempt by advocates of climate policy, there will be a counter frame by the opponents of climate policy. How do counter frames influence the effectiveness of issue framing as a communication strategy? To answer this question, we report results from a survey experiment on a nationally representative sample of 1000 Americans on clean energy policy, a key policy issue in the public debate on climate change in the United States. Overall, we find that different combinations of positive and negative frames have remarkably little effect on support for clean energy policy. A follow-up on-line survey experiment with a convenience sample of 2000 Americans suggests that the counter frames are responsible for undermining the effects of the original frames.  相似文献   

基于耐震时程法的钢筋混凝土框架弹塑性地震响应及损伤发展          下载免费PDF全文

张超  周桢干  赖志超  黄凯  朱展  范小燕 《世界地震工程》2022,38(4):044-53

耐震时程法（ETA）仅需少量的非线性时程分析,便可以掌握结构倒塌破坏的全过程。但是,此方法目前较少应用于结构倒塌失效分析。本文探讨了耐震时程曲线的特性及拟合思路,以钢筋混凝土框架为研究对象,应用ETA方法分析了钢筋混凝土框架的地震响应及损伤发展。研究结果:（1）混凝土框架结构的地震响应分析结果表明:采用ETA方法分析时结构顶点位移和层间位移角与采用IDA方法分析时接近,而最大基底剪力会略大;但是,两种方法的结果相关系数均接近于1。（2）强震下的结构倒塌分析结果表明:ETA方法能较为准确的预测结构的塑性铰分布、塑性铰出现概率及塑性铰发展顺序。当采用多条耐震时程加速度曲线作为输入时,评估结果准确性更高。由于ETA方法仅需进行少量几条耐震时程分析且计算高效,因此ETA方法可以成为预测结构失效模式的高效方法。  相似文献   

一种图像自动拼接方法的研究     

耿俊  刘善磊 《测绘与空间地理信息》2015,(6):69-71

以关键帧作为待拼接图像,为了减少图像间的扭曲和变形,保证图像整体关系的正确性,减少误差的累积传播,得到最佳的拼接结果,本文采用三种技术来提高图像自动拼接的精度。首先,通过摄像机标定实现关键帧的矫正;其次,采用基于Harris和SURF算法完成特征点的匹配;最后,在特征匹配的基础上进行光束法平差得到高精度的图像参数。实验结果表明,此方法稳定可靠,拼接精度高。  相似文献   

拟肾上腺素药物对不同鱼离体心脏活动的影响     

江兴权 《广东海洋大学学报》1989,(Z1)

本文仿照straub离体蛙心灌流法,用浓度为10~(-6)M至10~(-3)M的拟腎上腺素药物0.05-0.25m1注入1.5m1灌流液中,观察腎上腺素、去甲腎上腺素、异丙肾上腺素、间羟胺和甲氧胺对黄鳝、乌鳢、尼罗罗非鱼、胡子鲶和埃及胡子鲶离体心脏的影响作比较,并进行心肌受体分析。实验结果表明,拟腎上腺素药物对不同种类鱼离体心脏活动的影响不同,不同种类的鱼心肌腎上腺素受体也不同。这与鱼类种属不同有关。而拟腎上腺素药物对胡子鲶和埃及胡子鲶离体心脏的影响相同:異丙腎上腺素的兴奋作用为β-受体阻断剂所抑制;甲氧胺的抑制作用为α-受体阻断剂所阻断。表明其心肌存在着β-受体和α-受体,但以β-受体的作用较明显。提示这两种同属異种鱼的心脏调节机制相同。  相似文献   

铰接隅撑钢框架抗震性能研究          下载免费PDF全文

李萍  王峥 《世界地震工程》2021,(3):138-147

传统抗弯钢框架的梁柱节点通常设计为刚性连接,这种刚性节点具有很大的抗弯刚度,然而节点延性不足,罕遇地震作用导致节点脆性断裂。研究学者提出了多种解决该问题的思路,例如半刚性连接节点、节点加强或削弱方法使塑性铰外移等。本文提出了一种简化的梁柱节点连接方式-铰接连接,改变梁柱节点的传力方式,在节点处设置隅撑提供框架的抗侧刚度,控制结构的失效模式。本文设计了三组抗弯钢框架和铰接隅撑钢框架,分别为3层、5层和8层结构,通过Pushover分析和非线性动力时程分析,对比二者之间的承载力、刚度、延性和层间侧移等抗震性能。研究结果表明:铰接隅撑钢框架具有和传统抗弯钢框架相似的抗侧刚度,且承载能力略高。罕遇地震作用下,铰接隅撑钢框架的层间侧移较小。传统抗弯钢框架失效模式为梁端出现塑性铰,而铰接隅撑钢框架的塑性区域转移至隅撑与梁连接部位。  相似文献   

Influence of earthquake ground‐motion duration on damage estimation: application to steel moment resisting frames          下载免费PDF全文

Andre R. Barbosa  Filipe L. A. Ribeiro  Luis A. C. Neves 《地震工程与结构动力学》2017,46(1):27-49

This paper presents an analytical study evaluating the influence of ground motion duration on structural damage of 3‐story, 9‐story, and 20‐story SAC steel moment resisting frame buildings designed for downtown Seattle, WA, USA, using pre‐Northridge codes. Two‐dimensional nonlinear finite element models of the buildings are used to estimate the damage induced by the ground motions. A set of 44 ground motions is used to study the combined effect of spectral acceleration and ground motion significant duration on drift and damage measures. In addition, 10 spectrally equivalent short‐duration shallow crustal ground motions and long‐duration subduction zone records are selected to isolate duration effect and assess its effect on the response. For each ground motion pair, incremental dynamic analyses are performed at at least 20 intensity levels and response measures such as peak interstory drift ratio and energy dissipated are tracked. These response measures are combined into two damage metrics that account for the ductility and energy dissipation. Results indicate that the duration of the ground motion influences, above all, the combined damage measures, although some effect on drift‐based response measures is also observed for larger levels of drift. These results indicate that because the current assessment methodologies do not capture the effects of ground motion duration, both performance‐based and code‐based assessment methodologies should be revised to consider damage measures that are sensitive to duration. Copyright © 2016 John Wiley & Sons, Ltd  相似文献   

地层格架正则化约束下的二维立体层析反演          下载免费PDF全文

张力起  杨锴  邢逢源  李振伟  倪瑶 《地球物理学报》2019,62(2):634-647

通过把地层格架信息作用于立体层析Fréchet导数矩阵,使得更新后的速度模型呈现出符合地质规律的块状特征.地层格架信息基于立体层析反演中得到的反射点位置进行非规则B样条插值拟合得到,因此在反演中它将会随着反射点位置的更新自然得到更新.与前人提出的保边缘层析算法或多层立体层析算法相比,本文提出的地层格架正则化无需引入混合正则化项或定义某种复杂的混合速度格式,更为直接也更容易实现.理论和实际数据算例证实了该正则化技巧的稳健性和可靠性,能够得到与实际地质构造特征更为一致的地质一致性反演结果.  相似文献   

COMPARATIVE STUDY ON THE SEISMIC RETROFIT OF A MID-RISE STEEL BUILDING: STEEL BRACING VS ENERGY DISSIPATION     

ARTURO TENA-COLUNGA  ALEJANDRO VERGARA 《地震工程与结构动力学》1997,26(6):637-655

The paper presents a comparative study of an existing retrofit for a mid-rise steel building using additional stiff steel braced-frames against an alternate retrofit using ADAS (Added Damping and Stiffness) passive energy dissipation devices. The subject building, located near Alameda Park in downtown Mexico City, is a ten-storey office building that was built in the 1950s. The structure was damaged during the 1985 Michoacán Earthquake because of resonant response with the site. The building was later retrofitted using additional braced frames according to the seismic provisions of Mexico's 1987 Federal District Code. The retrofit scheme was planned to take the structure away from resonant responses and to inhibit structural damage. A proposed upgrade using ADAS energy dissipation devices was studied to compare energy dissipation against traditional stiffening using steel braces as retrofit options for mid-rise buildings in Mexico City's lake-bed zone. Different sets of analyses were carried out to compare both alternatives: (a) three-dimensional elastic analyses; (b) limit analyses and; (c) nonlinear dynamic analyses for postulated site ground motions for a M_s=8.1 earthquake. Initial costs of the retrofit schemes were also studied. The comparative studies suggest that a retrofit using ADAS devices would have a better dynamic performance than the one using steel braces. However, the steel bracing retrofit provides more strength and its initial cost of retrofit is less than that of the ADAS retrofit. © 1997 John Wiley & Sons, Ltd.  相似文献   

Trial by fire:Testing the paleolongitude of Pangea of competing reference frames with the African LLSVP     

《地学前缘(英文版)》2020,11(4):1253-1256

Paleogeography can be reconstructed using various crust-or mantle-based reference frames that make fundamentally different assumptions.The various reconstruction models differ significantly in continental paleolongitude,but it has been difficult to assess which models are more valid.We suggest here a "LLSVP test",where an assumed correlation between present-day large low velocity shear-wave provinces and the paleogeography of supercontinent Pangea at breakup ca.200 million years ago can be used to assess the relative accuracy of published reconstructions.Closest correlations between continental paleolongitude and the African LLSVP are achieved with mantle-based reference frames(moving hotspots and true polar wander),whereas shallower crustbased reference frames are shown to be invalid.The relative success of mantle-based frames,and thus the importance of the depth of reference frame,supports the notion that mantle convection is largely vertical compared to the horizontal plate motion of tectonics.  相似文献