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aseismic behavior
相关语句
  抗震性能
     The Evaluation of the Aseismic Behavior of Workshop 3~#,4~# in Xiahua Electronic Corp.
     厦华电子3~#、4~#车间抗震性能评定
短句来源
     Study on Aseismic Behavior of The CS Slab Structure Residential System
     CS板式结构住宅体系的抗震性能研究
短句来源
     Analysis of Safety and Aseismic Behavior of the stone structure of the Worker's Club in Huian County
     惠安县工人俱乐部石结构安全性和抗震性能分析
短句来源
     Research on Design Method for Increasing Aseismic Behavior of Short Restrained Reinforced Concrete Beams
     提高约束钢筋混凝土短梁抗震性能的设计方法研究
短句来源
     Study on aseismic behavior of frame structure with weakness story at bottom considering filled-wall influence
     考虑填充墙影响的底层薄弱结构抗震性能研究
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  “aseismic behavior”译为未确定词的双语例句
     A new energy saving residential structure with superior aseismic behavior, CL structure system
     介绍一种新型抗震节能住宅结构体系——CL结构体系
短句来源
     A computative Program named SACT-86 has been compiled to calculate the dynamic character and aseismic behavior of the electrical installations of the single column type.
     为计算单柱式电气设备的动力特性和抗震能力,我们编制了SACT-86计算机程序。
短句来源
     In addition, according to variation in rigidity of the damper, the dynamic responses of the lightning arrester are analyzed. The efficiency of shock absorbing of the QS78-194 damper and aseismic behavior of the FZ-110J lightning arrester are evaluated synthetically.
     此外,还研究了随着阻尼器/刚度的变化避雷器动力响应的差别,综合评价了QS78-194型阻尼器的减震效果和FZ-110J型避雷器的抗震特性。
短句来源
     RESEARCH ON THE ASEISMIC BEHAVIOR OF COMPOSITE REINFORCED CONCRETE SHEAR WALLS WITH X-SHAPE BRACES
     X形框撑钢筋混凝土复合剪力墙抗震性能试验研究
短句来源
     Experimental Studies on Aseismic Behavior of Reinforced Concrete Frame-truss Structural System
     钢筋混凝土框—桁架结构体系的抗震性能试验研究
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  相似匹配句对
     Research on the Aseismic Behavior of Spandrel
     窗肚墙的抗震性能研究
短句来源
     Aseismic Behavior Evaluation of Masonry Structure
     砌体结构的抗震性能评估
短句来源
     Behavior·Environment
     行为·环境
短句来源
     On corrupt behavior
     “腐败行为”论
短句来源
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An experimental study of the aseismic behavior at beam ends of reinforced concrete frame joints including monolithic connections, key-jointed connections and corbel-jointed connections is carried out. The design of the joint should obey the principle of "strong column and weak beam" so that all plastic hinges are developed at the beam ends. For the full development of beam ductility, different kinds of anchorage of beam reinforcements in the joint core and groove welded connction on longitudinal main beam...

An experimental study of the aseismic behavior at beam ends of reinforced concrete frame joints including monolithic connections, key-jointed connections and corbel-jointed connections is carried out. The design of the joint should obey the principle of "strong column and weak beam" so that all plastic hinges are developed at the beam ends. For the full development of beam ductility, different kinds of anchorage of beam reinforcements in the joint core and groove welded connction on longitudinal main beam bars for preeast joints are investigated.

根据震害的经验,我们进行了钢筋混凝土框架节点梁端抗震性能的试验研究,其中包括整浇节点、装配式齿槽节点和明牛腿节点。节点的设计均按“强柱弱梁”的原则进行,使所有的塑性铰在梁端产生。为了使梁的延性充分发挥,试验研究了梁内主筋在节点核芯区的不同的锚固方案以及装配式节点中梁内主筋的坡口焊焊接方法。

Method of evaluating aseismic behavior of existing multi-story brick buildings and their damage prediction are illustrated in the paper. This method is established based on the earthquake damage experiences of a great deal of multi-story brick buildings during many destructive earthquakes in China and their dynamic properties measured in sites. The aseismic strength of brick wall is considered as a main criterion. The effect of various member of building structures and the influence of the site condition...

Method of evaluating aseismic behavior of existing multi-story brick buildings and their damage prediction are illustrated in the paper. This method is established based on the earthquake damage experiences of a great deal of multi-story brick buildings during many destructive earthquakes in China and their dynamic properties measured in sites. The aseismic strength of brick wall is considered as a main criterion. The effect of various member of building structures and the influence of the site condition located are also considered.The damage prediction was carried out for intensity ratings ranging from V1 to X. The damage degree can be divided into six categories, basically intact, slightly damaged, moderately damage d, seriously damaged, partially collapsed and totally collapsed, respectively. The reliability of damage prediction obtained with the aid of coincidence and conditional probability according to statistical analysis between earthquake damage and the strength of brick walls, is generally satisfactory.

本文阐述了综合评定现有多层砖房抗震性能、预测其震害的方法。这种方法是建立在总结我国历次破坏性地震中大量多层砖房的震害经验和实测其动力特性的基础上的,它以砖墙体的抗震强度作为主要判据,同时,综合建筑结构各部件的作用和所在场地的影响,在烈度为Ⅵ—Ⅹ度范围内预测震害。震害程度分为六级:基本完好、轻微损坏、中等破坏、严重破坏、部分倒塌和倒平全毁。预测的可靠度,由震害与墙体强度的统计分析中的符合度和条件概率给出,一般是令人满意的。

This paper presents some partial achievements abtained from the aseismic research made on Baishan, Longyangxia and Ertan Arch Dams. Some general problems encounterred in the aseismic behavior of arch-gravity dams have been investigeted preliminarily.

本文阐述了对白山、龙羊峡和二滩拱坝等工程所进行的拱坝抗震研究的部分成果,初步探索了重力拱坝抗震性能方面一些带普遍性的问题.

 
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