基于耦合线的高隔离度三频分支线耦合器

本文提出了一种应用于无线功率传输系统中的新型三频分支线耦合器.通过在传统分支线耦合器的基础上加载1/4波长短路耦合线来实现3个频段的通带.每个通带之间均保持高的隔离度,且通过改变加载耦合线的奇偶模阻抗值,耦合器通带的中心频率可以在较宽频带范围内调节.对一个工作在0.69/1.0/1.4 GHz的平面三频耦合器模型进行了设计与加工,测试结果与理论期望值吻合较好.     

扁舵鲣抗氧化肽分离纯化及结构鉴定

【目的】从扁舵鲣(Auxis thazard)的木瓜蛋白酶酶解产物中分离鉴定具有较高1,1-二苯基-2-三硝基苯肼(DPPH)自由基清除率的抗氧化肽。【方法】用木瓜蛋白酶水解扁舵鲣,以DPPH自由基清除能力为检测指标,通过超滤、凝胶过滤层析和反向高效液相色谱分离抗氧化肽,再经过超高效液相/三重四级杆飞行时间质谱(UPLC/Xevo G2-XS QTOF)进行结构鉴定。【结果】从酶解产物中获得3种抗氧化肽,其氨基酸序列分别为β-丙氨酸-1-甲基-L-组氨酸(241 u)、Gly-Ala-Gly-Gly-Pro(357 u)和Val-Glu(246 u)。【结论】扁舵鲣的木瓜蛋白酶酶解产物含有抗氧化活性的肽类,可为其抗氧化肽的开发提供理论依据。     

Modelling of pile wave barriers by effective trenches and their screening effectiveness

The three-dimensional problem of isolation of vibration by a row of piles is studied numerically on the basis of a model replacing the row of piles by an effective trench in order to reduce the modelling complexity. The analysis is accomplished with the aid of an advanced frequency domain boundary element method, which is used for both the infilled trench and the soil medium in conjunction with a coupling procedure based on enforcement of equilibrium and compatibility at the trench–soil interface. Linear elastic or viscoelastic material behaviour is assumed for both the piles and the soil. The piles can be tubular or solid and have circular or square cross-section. The vibration source is a vertical force, harmonically varying with time, and the row of piles acts as a passive wave barrier. The effective trench model is constructed by invoking well known homogenization techniques used in the mechanics of fibre-reinforced composite materials, and its accuracy is compared against a rigorous boundary element analysis modelling each pile separately in full contact with the soil medium. On the basis of the effective trench model, the screening effectiveness of a row of piles is studied through parametric studies.     

立式储液罐橡胶基底隔震模型实验研究

针对立式储液罐地震响应问题,引伸土木结构控制思想,建立了立式储液罐橡胶基底隔震体系的试验模型,进行了地震动试验,试验结果表明,隔震体系对减轻短周期的地震影响是有效的,但对长周期的地震影响是无效的。     

含氮化合物的实验方法初步评价

对吡咯类含氮化合物的两种分离方法以及两步分离法中使用国产与进口试验的实验结果进行了对比与评价。结果表明,分离方法不同,所得吡咯类含氮化合物总体馏分的丰度也不同,一步分离法普遍低于两步法;不同分离方法对吡咯类化合物相对分布的影响较小。国产与进口试验性能不影响吡咯类含氮化合物的绝对丰度与相对分布的分析结果,两步分离法具备分析试剂国产化的条件。     

Isolation and identification of alginate-degrading bacteria and formation of alginase

I~crIONThestudiesofseaalgageneticengineeringstartedintheearly1950s.HOwever,itSdevelopmentishinderedgreatlybecauseitisdifficulttogetisolatedlivecellsandprotoplasts.TheenZymeswhicharesuitabletohigherplantsarenotsuitabletoisolatetheseaalgaecellsandproto...     

罗氏沼虾胸神经节中促进卵母细胞发育的激素的初步分离

罗氏沼虾成虾的胸神经节匀浆经Sephadex-G50柱层析所得第2个峰再经HPLC分离得到9个组分. 第1个组分和罗氏沼虾期卵巢小块一起体外培养36h可使卵母细胞的直径较对照组非常显著地增大P0.01这种增大卵母细胞直径的能力随该组分中蛋白质浓度的增加而增加. 在该组分中的激素分子量在1.3kDa左右. 结果显示罗氏沼虾胸神经节能分泌促进卵母细胞发育的激素.     

Dynamic analysis of sliding structures with unsynchronized support motions

The dynamic analysis of sliding structures is complicated due to the presence of friction. Synchronization of the kinematics of all the isolation bearings is often granted to simplify the task. This, however, may lead to inaccurate prediction of the structural responses under certain circumstances. Stepped structures or continuous bridges with seismic isolation are notable examples where unsynchronized bearing motions are expected. In this paper, a logically simple and numerically efficient procedure is proposed to solve the dynamic problem of sliding systems with unsynchronized support motions. The motion equations for the sliding and non‐sliding modes of the isolated structure are unified into a single equation that is represented as a difference equation in a discrete‐time state‐space form and the base shear forces between the sliding interfaces can be determined through simple matrix algebraic analysis. The responses of the sliding structure can be obtained recursively from the discrete‐time version of the motion equation with constant integration time step even during the transitions between the non‐sliding and sliding phases. Therefore, both accuracy and efficiency in the dynamic analysis of the highly non‐linear system can be enhanced to a large extent. Rigorous assessment of seismic structures with unsynchronized support motions has been carried out for both a stepped structure and a continuous bridge. Effectiveness of friction pendulum bearings for earthquake protection of such structures has been verified. Moreover, evident unsynchronized sliding motions of the friction bearings have been observed, confirming the necessity to deal with each of the bearings independently in the analytical model. Copyright © 2000 John Wiley & Sons, Ltd.     

A finite element model for seismic response analysis of deformable rocking frames

A new finite element model to analyze the seismic response of deformable rocking bodies and rocking structures is presented. The model comprises a set of beam elements to represent the rocking body and zero‐length fiber cross‐section elements at the ends of the rocking body to represent the rocking surfaces. The energy dissipation during rocking motion is modeled using a Hilber–Hughes–Taylor numerically dissipative time step integration scheme. The model is verified through correct prediction of the horizontal and vertical displacements of a rigid rocking block and validated against the analytical Housner model solution for the rocking response of rigid bodies subjected to ground motion excitation. The proposed model is augmented by a dissipative model of the ground under the rocking surface to facilitate modeling of the rocking response of deformable bodies and structures. The augmented model is used to compute the overturning and uplift rocking response spectra for a deformable rocking frame structure to symmetric and anti‐symmetric Ricker pulse ground motion excitation. It is found that the deformability of the columns of a rocking frame does not jeopardize its stability under Ricker pulse ground motion excitation. In fact, there are cases where a deformable rocking frame is more stable than its rigid counterpart. Copyright © 2016 John Wiley & Sons, Ltd.     

Extreme behavior in a triple friction pendulum isolated frame

While isolation can provide significantly enhanced performance compared to fixed‐base counter parts in design level or even maximum considered level earthquakes, there is still uncertainty over the performance of isolation systems in extreme events. Researchers have looked at component level stability of rubber bearings and on the effect of moat impact on behavior of structures isolated on general bilinear isolators. However, testing of triple friction pendulum (TFP) sliding bearings has not been done dynamically or incorporated into a building system. Here, one‐third scale laboratory tests were conducted to on a 2‐story 2‐bay TFP‐isolated structure. Input motions were increasingly scaled until failure occurred at the isolation level. As the superstructure was designed with a yield force equivalent to the force of the bearing just at their ultimate displacement capacity, there was minimal yielding. A numerical model is presented to simulate the isolated building up to and including bearing failure. Forces transferred to the superstructure in extreme motions are examined using both experimental and numerical data. Additionally, the effect of the hardening stage of the TFP bearing is evaluated using the numerical model, finding slight benefits.