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This laboratory of existing concrete research directions include: Ecological engineering and systematic ecology; Agricultural ecology of seashore solonchak; The physiological ecology of the helophyte; Cell engineering research and quick breeding of helophyte; Molecular biology and transgene research of helophyte.

该实验室现有的具体研究方向包括:生态工程学与系统生态学;海滨盐土农业生态学;耐盐植物的生理生态;耐盐植物的细胞工程研究与扩繁;耐盐植物的分子生物学与转基因研究。

The main reason that this bridge hasn't been built wildspread is lack of profound structural research and majorized design method. This paper connected with the project Kaziwan Bridge in the Three Gorges Reservoir Zigui County is on the base of the subject"the Research of Committed Technic about Prestressed Concrete Chord-Stayed Truss Bridge".The purpose of this paper is to research the static and dynamic characteristic under different loads,define the value of the design parameter and induce the structural characteristic and majorized design method through creating and analysing the spacy finite element model.

本文以实际工程三峡库区秭归县卡子湾大桥为背景,以湖北省交通厅科研立项课题"预应力混凝土斜拉桁架结构关键技术研究"为依托,通过建立分析空间有限元模型,旨在研究斜拉桁架桥在各种工况下的结构静、动力特性,确定设计中关键性参数的合理取值,并从以上分析研究中总结出斜拉桁架桥基本的结构特性与合理的设计方法。

NaA zeolite membranes have been found a potential application in the separation of the small-sized gas molecules by molecular sieving and dehydration of liquid mixtures by pervaporation. However, there are some problems in the preparation in the NaA zeolite membranes such as the scarce support types, insufficient study on the synthesis rules and few literature concerning the NaA zeolite membranes preparation on the inner surface of the tubular support.

中文题名NaA型沸石分子筛膜的合成及渗透性能研究副题名外文题名 Preparation and permeation studies on NaA zeolite membrane 论文作者董强导师徐南平教授时钧院士学科专业化学工程研究领域\研究方向学位级别博士学位授予单位南京工业大学学位授予日期2001 论文页码总数108页关键词膜分离沸石分子筛膜微滤膜馆藏号BSLW /2003 /TQ028 /23 NaA型沸石分子筛膜在小分子气体分离和渗透汽化分离等领域预期有着良好的应用前景。

The turbulent flow in a circular pipe is one of the most primary flow in the theoretical research and application.

流经等截面直圆管的湍流是理论研究和工程应用中最主要的流动形式之一,对它的研究是湍流研究中一个古老而常新的课题。

The results showed the maximum cyclic stress of CFRP bar should be under 70 percent of ultimate tensile stress; when the maximum cyclic stress decrease 5 percent of ultimate tensile stress, the fatigue life of CFRP bars increase generally 10 times; with the decrease of cyclic ratios, the fatigue life of CFRP bars decrease heavily; for the brittleness, CFRP bar should possess a higher reserve of strength, the margin of safety against failure is a necessity; according to experimental cyclic stress-fatigue life curve, the fatigue behavior of CFRP bar is much better than the fatigue behavior of Q235 steel.

将纤维复合材料用于土木工程结构的研究成果,已应用于实际工程【2j_国外对CFRP筋的一些短期性能以及CFRP筋构件的粘结性能、CFRP加筋混凝土结构的抗弯性能等都做了大量的研究,但对其长国家自然科学基金50278029,50538020和交通部西部交通科技200l431882021资助项目。2OO6年2月13日收到初稿;2006年9月4日收到修改稿。本文联系人:欧进萍,院士期性能如疲劳性能的研究还不够

The reason lies in the fast development of tunnel and underground engineering and significant engineering accidents emerge frequently.

但我国在工程项目的风险分析研究方面还处于起步阶段,无论是基础资料的积累,还是风险分析理论的研究都还有很多不足,尤其是风险损失方面的研究较少。

The virtual electronics laboratory, based on virtual prototype and computer network, is an advanced idea of research, experiment, development, and design. The VEL is the third scientific research and engineering design way in addition to theory and experiment.

引言 虚拟实验室是一种特别的、分布式的解决问题的环境,是提供给用户的一个基于网络的技术交流、共同研究、协同工作的平台,是一种基于计算机虚拟原型系统的全新的科学研究与工程设计方法,是除理论与实物实验之外的第三种研究设计手段和形式。

Hased on the field data and the typical investigation of hydrodynamical effect on collapse in reser voir banks, tihs paper analyses the mechanism of reservoir banks collapse and deeply studies some speical relationships between wave Height.

本文以影响库岸坍塌变形的水动力学因素作为主要研究对象,选取三峡工程重庆河段库岸为原型,通过模型试验研究,分析了库岸坍塌变形与波高、岸坡坡度、岸坡土质等要素的关系,对更深入、全面的进行库岸坍塌机理的研究提供了可靠的依据

At present the study of Wapiti embryo engineering technique is only on the start-up stage, so there are many blank fields nobody set food in.

目前国内外关于鹿胚胎生物工程的研究尚处在起步阶段,鹿卵母细胞超微结构的研究属该领域诸多研究空白之一。

Based on the integral hydraulic model test of SHANGHAI CHANGQIAO waterwork s water-transport pumping station,some research on the hydraulic characteristics of the pressurized forbay has been done in the paper.

本文基于上海长桥自来水厂改造工程送水泵站整体水力模型试验,对有压前池的水力特性进行了研究,研究的主要内容如下: 1、无导流措施的有压前池在不同供水组合及不同机组开机组合条件下的水力特性,并分析了流态较差的原因; 2、加设导流墩后有压前池的水力特性,以及加设导流墩流态改善的原因; 3、有压前池进气临界条件的试验研究; 4、水泵进气以后水泵性能的讨论。

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