There is a golden dragon painting found on the beams of the main hall . the door gods cin , shu - bao and wei , chih - gong and 36 officials portraits have different styles and the board sent by the emperor of jia - cing in 1806 is the only one with more ages 而门神秦叔宝、尉迟恭与侧门彩绘三十六官将，别具特色，而嘉庆十一年丙寅(西元一八０六年)为安平守城剿贼有功诸义士而立的钦命义怀诚忠匾，则是唯一较具古意的名匾。
The long corridor twists and turns its way . it is a colorful gallery . on the beams and crossbeams , there are traditional chinese paintings . most of the human figures come from chinese literary classics such as " a dream of the red mansions " " journey to the west " , " romance of the three kingdom " and so on 长廊蜿蜒曲折,移步换景,是一条五彩画廊,每根梁枋上都绘有苏式彩画,人物故事大多出自中国古典文学名著《红楼梦》 、 《西游记》 、 《三国演义》等。
The present paper based on the mechanism of the vibration ' s production and transmission , simplifying the track system as elastic foundation beam model , and using a moving load which act on the beam to simulate the train , regarding four sorts of track system as research object , to evaluate the model of the vibration propagating of the track system under the moving load 本文基于振动产生及传播的机理，将轨道系统简化为弹性地基梁模型，将运行的列车模拟成一个作用在梁上的移动荷载，以新干线、 tgv 、在来线以及国内的武汉轻轨等四种轨道系统为研究对象，对移动荷载作用下轨道系统的振动传播模型进行了评价。
Four groups of eight types of connection methods are suggested to be able to use for the joint of cold - formed rectangular tube - steel column and h - shaped beam by investigating the current research on the beam - to - column connection methods used at home and abroad , at the same time , a new type of connection is proposed in this article 本文在对国内外冷弯矩形钢管与焊接箱形钢管节点型式研究的基础上总结出四类八种适合于冷弯矩形钢管柱与h型钢梁连接的节点型式,并提出一种新型节点连接型式,分别给出了相关的设计规定和使用条件。
The paper mainly focused on the beam transport part of asipp key laboratory of ion beam bioengineering and it ' s component elements , for example , van de graff accelerator , bending magnet , magnetic quadruple lenses , beam shutter , collimator and so on . the laboratory has performed the milestone achievement that is beam passed the hole of lo ^ m diameter in experiments . many experimental results are discussed by theories according to experiments 本文重点讨论了中科院离子束生物工程学重点实验室单粒子束装置的束流传输部分，对主要部件进行了详细的讨论，如：静电加速器、偏转磁铁、磁四极透镜、束线开关、瞄准器等，实验中已取得束流穿过10 m小孔的标志性成果，并运用相关理论结合具体实验分析了实验结果。
The controlling model was built so that the effect on the beam stress , elevation and cable tension which are caused by some important factors such as beam deadweight , cable tension error , temperature , shrinkage and creep of the concrete and so on can be analyzed to make sure how to control these important factors during the construction 本文通过建立施工控制模型，从理论上分析了各个设计参数对主梁内力、标高以及索力的影响，确定了以梁段自重、张拉索力误差、温度及混凝土收缩徐变等影响因素为重点的控制内容和方法。
There is a part of beam loss during the course as the neutralization of high - energy particles dragged from the ion source , the deflexion of charged particle on the beam stream and the scraped beam of exceeding beam waist and low density . it is necessary to analyze the beam loss and bring forward a rational project for absorbing beam stream 将离子源引出的高能粒子进行中性化，再偏转掉束流中的带电粒子，将超过束腰半径、密度较小的束流削除，在此过程中有一部分束流损失，它直接影响加热功率的因素，因此，对束流损失进行了分析，对损失束流的吸收提出了吸收方案。
This is due to the fact that laser beams with a flat - top profile or other kinds of profiles are desired in various applications , such as in the applications of laser fusion , laser heat treatment and optical data processing etc . nevertheless most of study on the beam shaping is concentrated on the beam shaping of spatially completely coherent beams 光束整形之所以热门,是因为这些特殊形式的光束可应用于激光光学及生物医学等领域。例如,平顶光束可应用于激光核聚变、激光热处理等领域。然而,研究者对部分相干光的光束整形的研究还很少。
By way of these tendons , precest beams and columns can be assembled conveniently , and the joints and frame are monolithic and continuous . consequently , compared with common reinforced concrete frams , this kind of frame systems possess higher reliability and solved the problems in the process of assembling prestressing concrete frames . also it forms the framework of subassemblage and prestressing concrete frames , and explores a new way for industrial production of prestressing structures , based on analysis about the experiments of the reversed cyclic loading on the beam - column , the seismic design method of the prestressed subassemblag e frames , the principle of the analysis about the internal forces and the seismic method of the structure are established , and then the global forces analysis method under the redistributed in 后张预应力筋既可作为施工阶段拼装手段，又可在使用阶段承受梁端弯矩，构成整体受力节点和连续受力框架，克服了装配式节点受力可靠性差的缺陷，解决了预应力混凝土框架难以装配的问题，形成预制预应力混凝土装配整体式框架，开辟了预应力结构工业化生产的新途径。本文在梁柱组合体低周反复荷载试验的基础上进行理论分析，建立预压装配式框架抗震设计方法、内力分析原则和抗震构造措施，并探讨考虑内力重分布的整体受力分析方法。
Tow speciments of prestressed fabricated beam - column subassembly were tested under reversed cyclic loading . experimental studies were carried out to investigate the strain distribution , failure mechanism and load - bearing capacity on the beam - column connections , as well as ductility , hysteresis curves energy dissipation , displacement restoring capacity of full pc speciments 本文通过两榀预压装配式梁柱组合体在低周反复荷载下的试验，了解了预压装配式框架梁端截面应变分布、破坏机理和极限承载能力；探讨了全预应力配筋截面延性特征、滞回性能、耗能能力和变形恢复能力。
