透辉石用作橡胶、油漆填料的研究

塑料、橡胶、油漆等聚合物复合材料以天然或人工合成树脂（石油化工产品）为基料,数量有限,而对于聚合物复合材料需求的增长和能源危机,则造成了塑料、橡胶、油漆原料短缺、价格上涨。在聚合物中添加填料（填充剂）的目的一方面可提高制品性能,另一方面又可使原料增量、成本降低。许多无机填料因具有特殊的物理化学性质,能改善聚合物的力学性能（如硬度、刚度、抗压强度、抗拉强度、抗冲击强度等）、加工性能和热性能等,在聚合物复合材料中有广泛应用。其中天然矿物作为橡塑、油漆填料的最大优点是成本低,因此在性能得以保证的前提下…     

改性矿物微粉增强硅橡胶性能的研究

硅橡胶作为特种橡胶体系的一个重要成员,以其耐高温、耐寒、耐候及电气特性等优良品质得到国防、航天航空、电子、医疗卫生等行业的青睐［１］。然而,目前工业上主要采用价格昂贵的气相白炭黑作硅橡胶的增强剂,使硅橡胶制品成本偏高,限制了硅橡胶的普及应用,阻碍了硅...     

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...     

Adhesion of foulings on surface energy of silicone rubber coatings

INTRODUCTIONBiologicalfoulingonthehullsofshipsandothersubmergedmarinestructurescausesgreatha~s.Inadditiontodecreasingship'sspeed,andincreasingitsfuelconsumption,biologicalfoulingalsoincreasestheweightofnavigationalbuoys,interfereswithoperatingequipmentandsounddevices,clogsseawaterpipingsystems,adverselyaffectsheat-exchangerperformance,andpromotescorrosionofmetalsurface(HuangandCat,1984).UPtothepresent,antifoulingpaintshaveachievedtheireffectivenessbyreleasingattheirsurfacebiocides,allcom…     

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.     

Reduction of pounding effects in elevated bridges during earthquakes

Pounding of adjacent superstructure segments in elevated bridges during severe earthquakes can result in significant structural damage. The aim of this paper is to analyse several methods of reduction of the negative effects of collisions induced by the seismic wave propagation effect. The analysis is conducted on a detailed three‐dimensional structural component model of an isolated highway bridge. The results show that the influence of pounding on the structural response is significant in the longitudinal direction of the bridge and significantly depends on the gap size between superstructure segments. The smallest response can be obtained for very small gap sizes and for gap sizes large enough to prevent pounding. Further analysis indicates that the bridge behaviour can be effectively improved by placing hard rubber bumpers between segments and by stiff linking the segments one with another. The experimental results show that, for the practical application of such connectors, shock transmission units can be used. Copyright © 2000 John Wiley & Sons, Ltd.     

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.     

Experimental study of deformable connection consisting of buckling‐restrained brace and rubber bearings to connect floor system to lateral force resisting system

This paper presents experimental and numerical studies of a full‐scale deformable connection used to connect the floor system of the flexible gravity load resisting system to the stiff lateral force resisting system (LFRS) of an earthquake‐resistant building. The purpose of the deformable connection is to limit the earthquake‐induced horizontal inertia force transferred from the floor system to the LFRS and, thereby, to reduce the horizontal floor accelerations and the forces in the LFRS. The deformable connection that was studied consists of a buckling‐restrained brace (BRB) and steel‐reinforced laminated low‐damping rubber bearings (RB). The test results show that the force–deformation responses of the connection are stable, and the dynamic force responses are larger than the quasi‐static force responses. The BRB+RB force–deformation response depends mainly on the BRB response. A detailed discussion of the BRB experimental force–deformation response is presented. The experimental results show that the maximum plastic deformation range controls the isotropic hardening of the BRB. The hardened BRB force–deformation responses are used to calculate the overstrength adjustment factors. Details and limitations of a validated, accurate model for the connection force–deformation response are presented. Numerical simulation results for a 12‐story reinforced concrete wall building with deformable connections show the effects of including the RB in the deformable connection and the effect of modeling the BRB isotropic hardening on the building seismic response. Copyright © 2016 John Wiley & Sons, Ltd.