罗非鱼椭圆囊电生理学研究     

黄玉霖  贾俊成 《台湾海峡》1996,15(2):182-190

罗非鱼球状囊微音器电位是一个双峰波。峰频与刺激声频成２：１关系；在２０－８０Ｈｚ电位波形不规则。在３００－９００Ｈｚ电位波呈矩形。实验表明，球状囊不同区域对一一的声频敏感性不一样；延脑－脊髓连结处的诱发电位与球状囊微音器电位相似，但在１３０Ｈｚ电位呈单峰波；罗非鱼可闻频域在２０－９００Ｈｚ，最大敏感声频在１３０Ｈｚ，其相对敏感性为２３．０１ｄＢ；延脑－脊髓连接处诱发电位最大值在６３Ｈｚ和１３０Ｈｚ  相似文献   

HDPE圆形升降式网箱下沉时最大倾角的研究   总被引：4，自引：0，他引：4  

黄六一  梁振林  万荣  赵芬芳  朱立新  宋伟华 《中国海洋大学学报(自然科学版)》2006,36(6):953-958

分析了1种HDPE双浮管圆形升降式网箱的沉降过程,并利用几何分析方法找出该升降式网箱沉降的最大倾角与网箱系统参数之间的关系,制作1个圆形升降式网箱模型,在静水池中进行沉降实验。试验过程中,通过水下摄像及图像处理软件找出网箱沉降时的最大倾角。模型网箱最大沉降倾角的理论计算值为22.77(°),实验观测值20.80(°),二者误差为9.4%,最大倾角的理论计算值和试验测量值基本吻合,说明理论计算方法是可行的。据此,计算出国内常用的周长40 m的HDPE双浮管圆形升降式网箱的最大沉降倾角为31.29(°)。并以周长40 m的双浮管HDPE圆形升降式网箱的尺度参数作为参考,分析该网箱浮绳框边长、沉降水深和网箱直径与网箱最大沉降倾角的关系,得出这三者与沉降倾角呈线性关系的结果,为HDPE双浮管圆形升降式网箱的设计及安全操作提供了理论依据。  相似文献   

苯酚和十二烷基苯磺酸钠对奥尼罗非鱼的急性毒性及安全评价   总被引：1，自引：0，他引：1  

余坦健  简纪常  黄郁葱  简贺君 《广东海洋大学学报》2008,28(3)

用苯酚和十二烷基苯磺酸钠对奥尼罗非鱼进行急性毒性实验,以评价其在水环境中对奥尼罗非鱼的影响。研究表明:苯酚对奥尼罗非鱼的24、48、96 h的LC50分别为40.33、34.23、28.07 mg/L,十二烷基苯磺酸钠分别为10.06、9.14、8.48 mg/L;苯酚对奥尼罗非鱼SC及最大容许浓度MPC分别为2.807、0.281 mg/L,十二烷基苯磺酸钠对奥尼罗非鱼SC为0.848 mg/L,最大容许浓度MPC为0.085 mg/L。  相似文献   

Contributions of Satellite Laser Ranging to Past and Future Radar Altimetry Missions     

P. Exertier  P. Bonnefond  J. Nicolas  F. Barlier 《Surveys in Geophysics》2001,22(5-6):491-507

Satellite laser ranging (SLR) has proven avery efficient method for contributingto the tracking of altimetric satellites anddetermining accurately their orbitalthough hampered by the non-worldwide coverageand the meteorologicalconditions. Indeed, in some cases it is the onlymethod available to determinethe satellite orbit (e.g., the orbits of the ERS-1and Geosat-Follow-On missions).Moreover, any operational and non-weather dependenttechniques, like GPS,DORIS, PRARE, can exhibit systematic errors inpositioning and orbitography. Acomparison with SLR results allows to evidence sucherrors and vice versa. Fordoing that, two different approaches for determiningprecise orbits can beconsidered: one based on global orbit determination,the other on a short-arctechnique used to locally improve a global orbitdetermined by another trackingtechniques, such as DORIS or GPS. We can thusvalidate a global orbit andachieve orbit quality control to a level of2 to 3 centimeters at present and expectto achieve a level of 1 to 2 centimeters inthe near future. Errors induced bystation coordinates or by the gravity field(geographically correlated errors, forexample) can be estimated from SLR tracking data.Colocation experiments withdifferent techniques in the same geodetic siteplay also a key role to ensure preciserelationships between the geodetic referenceframes linked to each technique. Inparticular, the role of the SLR technique is tostrengthen the vertical component(including velocity) of the positioning, whichis crucial for altimetry missions.The role of SLR data in the modelling of the firstterms of the gravity field has finally to be emphasized,which is of primary importance in orbitography,whatever the tracking technique used.Another application of SLR technology is thesatellite altimeter calibration. Examples of past calibrationand future experiments are given, including theaccuracy we can expect from the Jason-1 and EnviSatspace oceanography missions.  相似文献   

Simplified seismic fatigue evaluation for rigid steel connections     

Ayman?A.?ShamaEmail author  John?B.?Mander  Stuart?S.?Chen 《地震工程与工程振动(英文版)》2003,2(2):245-253

A simplified fatigue-life model is proposed for assessing the seismic inelastic rotational capacity of steel connections. First relations are developed for rigid steel connections under lateral loading. Next this is extended to account for the effects of the welded steel moment frame (WSMF) connections of the so-called pre-Northridge type. The seismic fatigue theory is validated against experimental results. The experiments were conducted under increasing ductility amplitudcs until the onset of fracture. Miner‘ rule was used to convert the test results to given an equivalent constant amplitude cyclic fatigue life. Satisfactory agreement is obtained when comparing the experimental observations with the theoretical predictions.  相似文献   

Ductility demands on buckling-restrained braced frames under earthquake loading     

Larry?A.?FahnestockEmail author  Richard?Sause  James?M.?Ricles  Le-Wu?Lu 《地震工程与工程振动(英文版)》2003,2(2):255-268

Accurate estimates of ductility demands on buckling-restrained braced frames (BRBFs) are crucial to performance-based design of BRBFs. An analytical study on the seismic behavior of BRBFs has been conducted at the ATLSS Center, Lehigh University to prepare for an upcoming experimental program. The analysis program DRAIN-2DX was used to model a one-bay, four-story prototype BRBF including material and geometric nonlinearities. The bucklingrestrained brace (BRB) model incorporates both isotropic and kinematic hardening. Nonlinear static pushover and timehistory analyses were performed on the prototype BRBF. Performance objectives for the BRBs were defined and uscd to evaluate thc time-history analysis results. Particular emphasis was placed on global ductility demands and ductility demands oa the BRBs. These demands were compared with anticipated ductility capacities. The analysis results, along with results from similar previous studics, are used to evaluate the BRBF design provisions that have been recommended for codification in the United States. Thc results show that BRB maximum ductility demands can be as high as 20 to 25. These demands significantly exceed those anticipated by the BRBF recommended provisions. Results from the static pushover and timehistory analyses are used to demonstrate why the ductility demands exceed those anticipated by the recommended provisions.The BRB qualification testing protocol contained in the BRBF recommended provisions is shown to be inadequate because it requires only a maximum ductility demand of at most 7.5. Modifications to the testing protocol are recommended.  相似文献   

Effects of reinforcement slippage on the non‐linear response under cyclic loadings of RC frame structures     

Suchart Limkatanyu  Enrico Spacone 《地震工程与结构动力学》2003,32(15):2407-2424

This paper discusses the importance of including the bond‐slip effects in assessing the response under cyclic loads of reinforced concrete frames. The discussion is based on analyses performed using numerical models which are simple, computationally efficient and capable of representing the salient features of reinforced concrete frames under both static and dynamic loads. The numerical models comprise a displacement‐based, reinforced concrete frame element with bond‐slip and a rigid beam column joint element with bond‐slip. Two applications illustrate the model accuracy and show the importance of including bond‐slip. The first application considers a reinforced concrete beam‐column subassemblage experimentally tested under cyclic loads. The second application considers the shaking table test of a two‐story one‐bay reinforced concrete frame In both cases the analytical results correlate well with the experimental results in terms of strength, displacement demands and hysteretic energy dissipation. Furthermore, the paper shows how the analyses that include bond‐slip yield a better correlation with the experimental results with respect to the analyses that assume a perfect bond. Copyright © 2003 John Wiley & Sons, Ltd.  相似文献   

The height datum/geodetic datum problem   总被引：2，自引：0，他引：2  

F. Sansò  G. Venuti 《Geophysical Journal International》2002,149(3):768-775

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A design procedure for tied braced frames     

Pier Paolo Rossi 《地震工程与结构动力学》2007,36(14):2227-2248

The paper deals with the analysis of the seismic behaviour and design of tied braced frames (TBFs). The behavioural properties of TBFs are described and a comparison drawn with standard eccentrically braced frames. A design procedure is then proposed that aims to achieve optimal collapse seismic behaviour, i.e. a global collapse mechanism characterized by uniform plastic rotations of links. The procedure is based on the displacement‐based approach so as to achieve direct and efficient control of the peak ground acceleration of collapse. Applications are carried out on systems with different numbers of storeys and lengths of links to obtain confirmation of the accuracy of the design hypotheses and methodologies. Copyright © 2007 John Wiley & Sons, Ltd.  相似文献   

海水实验围隔中放养罗非鱼的生态学效应   总被引：4，自引：0，他引：4  

王岩  张鸿雁  齐振雄 《海洋学报》2000,22(6):81-87

围隔实验和在围隔内进行的其他实验结果表明,台湾红罗非鱼(简称罗非鱼)对食物的选择性及其生态学效应与食物资源状况有关。放养罗非鱼的围隔中浮游植物生物量和生产力往往较高,但罗非鱼密度超过8000尾/hm2后可明显压制海洋原甲藻等大型鞭毛藻类。当罗非鱼食物丰富时其对围隔中桡足类的压制作用相对较弱,当其他食物资源缺乏时往往选择捕食个体较大的桡足类。放养罗非鱼对围隔水中氮浓度和COD的影响较小,但加快了磷的循环,罗非鱼密度超过8000尾/hm2的围隔中PO₄-P浓度明显高于对照围隔。  相似文献