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earthquake damaged
相关语句
  地震损伤
    Tentative study on the earthquake damaged simple wall-beam
    地震损伤后简支墙梁承载性能试验研究
短句来源
    The Theoretical method is given for seismic retrofit of earthquake damaged structures.
    在此基础上,计算钢筋混凝土框架地震损伤后的层间剩余强度,为地震后损伤结构修复及抗震能力评定提供理论基础。
短句来源
  地震损伤
    Tentative study on the earthquake damaged simple wall-beam
    地震损伤后简支墙梁承载性能试验研究
短句来源
    The Theoretical method is given for seismic retrofit of earthquake damaged structures.
    在此基础上,计算钢筋混凝土框架地震损伤后的层间剩余强度,为地震后损伤结构修复及抗震能力评定提供理论基础。
短句来源
  “earthquake damaged”译为未确定词的双语例句
    Repairing and Strengthening for Earthquake Damaged Multi-Storey Brick Buildings
    震损多层砖房的修复加固
短句来源
    Experimental Study on Seismic Retrofit of Earthquake Damaged R.C. Frame Using Energy Dissipation Devices
    地震后有损伤钢筋混凝土框架耗能减震加固试验分析
短句来源
    EXPERIMENTAL STUDY ON SEISMIC RETROFIT OF EARTHQUAKE DAMAGED R.C. STRUCTURES USING ENERGY DISSIPATION DEVICES
    采用耗能减震装置修复震后有损伤钢筋混凝土框架的试验研究
短句来源
    Based on various phenomena of the earthquake damaged wall in masonry buildings, this paper presents a "shear-bending deformation method" for determining the distribution of earthquake shear force among wall in various stories.
    本文根据多层砖房的墙肢震害规律,归纳并阐述了地震剪力分配的“剪弯变形法”。
短句来源
    frame. The identification method of parameter of earthquake damaged structure is established. The concrete proceduer is set up for seismic retrofit of earthquake damaged structues using energy dissipation device.
    通过地震模拟振动台试验,研究用耗能减震装置修复震后有损伤钢筋混凝土框架的效果和可行性,并对一座三层钢筋混凝土剪切型框架进行震后损伤修复加固试验,给出地震后损伤结构物理参数识别方法,以及震后有损伤结构抗震加固设计的具体步骤
短句来源
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  earthquake damaged
Then we describe the method of automatic detection of the earthquake damaged areas.
      
The January 1994 Northridge earthquake damaged a variety of building types throughout greater Los Angeles.
      
Prior to the earthquake, orderly houses with flat roofs were densely located, but the earthquake damaged most of them.
      
From the experimen tal results, we can detect the earthquake damaged areas.
      
Automatic detection of earthquake damaged buildings using DEMs created from preand post-earthquake stereo aerial photographs.
      


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...

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。

In this paper, the state-of-the-art of the application of fuzzy set theory to structure engineering is summarized. The fundamental elements of fuzzy sets are presented and a tentative application to predict earthquake damage to building structures is described. Furthermore, an example of using fuzzy sets to the problem relating to height limit of aseismic masonry buildings in earthquake region is given.

本文综述了模糊集合理论在结构工程中应用的现状,较详细地介绍了在工程不确定性分析、结构事故分析、结构安全度以及结构物遭受地震后破坏状况的估计等方面应用的情况。 文中还介绍了笔者运用模糊集合理论研究了地震危险区震害的预测方法,通过各地工程技术人员中的调查,研究了地震区多层砖房抗震设计中与房屋高度限值有关问题的情况。

The earthquake damage surveying data show that the damage of the corner column and the columns far away from the terminal brick wall are more severe than others. It means that the roofslab is flexible and a differential translation-torque coupling vibration happened during the earthquake.In this paper, according to the experimental data and conclusions drawn from earthquake damage surveys, a spatial structural analyzing model in consideration of the rotation and two-way deformations of...

The earthquake damage surveying data show that the damage of the corner column and the columns far away from the terminal brick wall are more severe than others. It means that the roofslab is flexible and a differential translation-torque coupling vibration happened during the earthquake.In this paper, according to the experimental data and conclusions drawn from earthquake damage surveys, a spatial structural analyzing model in consideration of the rotation and two-way deformations of roof-slab and the effective stiffness of the brick walls is established. A translation-torque coupling earthquake response analysis for single-story eccentric mill buildings under the action of three-dimensional ground motion is studied. A practical method according to the earthquake response spectrum is given at: the end of this paper,

地震调查统计资料表明:厂房角柱、高低跨柱列以及远离山墙的排架柱震害加重;中柱列支撑的破坏率是边柱列的数倍。这说明地震时厂房屋盖产生了转动和水平变形。实测资料也表明,房屋存在着平移-扭转耦联振动。 本文根据实测数据和震害规律,提出非对称单层厂房考虑扭转、屋盖变形以及砖围护墙有效刚度的空间结构力学模型,建立厂房在多维地面运动作用下的差异平移-扭转耦联振动的运动方程。文中并引用国内外实测和实验所提供的屋盖和砖墙的刚度数据,应用弹性反应谱理论,给出求解结构地震内力的计算公式。

 
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