ThisarticleprovidesacomprehensivelistofEnglishphrasesandexamplesentencesrelatedto"frame-basedinfilledwallconstruction."Itdescribestheprocessinwhichaframeofsteelortimberisusedtocreateastructuralframeworkforawall,withvoidsfilledinwithmaterialssuchasbrick,concreteblocks,orinsulation.Thearticleoffersarangeofphrases,includingtechnicalterminology,tohelpthoseintheconstructionindustrymoreeffectivelycommunicateaboutthisconstructionmethod.Theexamplesentencesprovidecontextforthephrases,allowingreaderstobetterunderstandwhenandhowtheyshouldbeused.Thisresourcecanbeusefulforengineers,architects,projectmanagers,oranyoneinvolvedintheconstructionindustrywhowishestoexpandtheirvocabularyandimprovetheircommunicationskills.
框架填充墙结构,infilled frame
1)infilled frame框架填充墙结构
1.The difference about mechanical property between theinfilled frame and the bare frame is compared,the unbenefit influence of the stiffness effect of infill panels is analysed for weakness story and torsion response in the structure,and some reasonable methods are put forword to be referred by structure designers.通过比较框架填充墙结构与纯框架结构在层间刚度、自振周期和变形方面的不同特点及力学性能上的差异,分析了填充墙带来的刚度突变、短柱效应、扭转效应等对结构可能带来的不利影响。
2.Theinfilled frames are the common structure system.分析了框架填充墙结构的受力特性，给出。
英文短句/例句
1.Seismic Analisis Estimate of Infilled Frame Structures;框架填充墙结构体系的抗震性能分析
2.ANALYSIS OF INFILLED FRAMES SUBJECTED TO LATERAL FORCES框架填充墙结构侧向荷载作用受力分析
3.Seismic Response Analysis of Infilled Frame Structure Based on Observation of Strong Aftershocks in Wenchuan Earthquake基于汶川地震强余震观测的框架填充墙结构地震反应分析
4.Performance Based Seismic Analysis of Infilled Wall Frame Structure;填充墙框架结构基于性能的抗震分析
5.Based on Nonliner Finite Element Analysis of the Infilled Wall Frame Structure带填充墙框架结构非线性有限元分析
6.The experimental study on the mechanic properties of the frame wall structure filled with masonry填充墙框架结构力学性能的试验研究
7.Cause and preventive measures of frame structure filler wall crack框架结构填充墙裂缝原因及预防措施
8.Study on the causes of cracks in frame wall structure filled with masonry and control measures关于框架结构填充墙裂缝成因及控制
9.Elasto-Plastic Analysis of Infilled Wall Frame Shear Wall Structures;填充墙钢筋混凝土框架—剪力墙结构弹塑性分析
10.Performance-Based Seismic Evaluation for Infilled Frames;填充墙框架结构基于性能的抗震评估研究
11.The Effect of Infill Walls on the Dynamic Behavior of Reinfroced Concrete Frames;填充墙对钢筋混凝土框架结构动力性能的影响
12.Research on Usage of Concrete Filled Rectangular Tublar Frame with Infill Wall;带填充墙矩形钢管混凝土框架结构性能研究
13.The Effect of Infill Waiis on the Seismic Behavior of Reinfroced Concrete Frames;填充墙对钢筋混凝土框架结构抗震性能的影响
14.The Effect of Infilled Walls on Seismic Behaviors of RC Frame Structures填充墙对钢筋混凝土框架结构抗震性能影响
15.Study on Earthquake Resistance Impact of the Infilled Wall to the Infilled Wall Frame Structure填充墙对框架结构抗震性能影响的分析
16.Influence of Filling Wall Rigidity on Seismic Design for Frame Structure填充墙刚度对框架结构抗震设计的影响
17.The finite element analysis of cooperative working performance of RC frame structure with filler wall带填充墙RC框架结构协同工作性能有限元分析
18.Discussion on the Connection of Frame Structure and Infill Wall in the Rubilding after Earthquake灾后重建框架结构与填充墙连接方式的探讨
相关短句/例句
frame wall structure filled with masonry填充墙框架结构
1.The experimental study on the mechanic properties of theframe wall structure filled with masonry填充墙框架结构力学性能的试验研究
3)filled wall frame shear wall structure填充墙框架-剪力墙结构
4)Infilled frame填充墙框架
1.Infilled frame structure is a common structure system of housing construction.填充墙框架结构是房屋建筑结构中常见的一种结构体系。
2.The mechanics of performance of infilled frame differs greatly with the bare frame.填充墙框架这种结构形式与空腹框架相比，力学性能有很大的差别。
5)infill wall in frame框架填充墙
1.The reason and prevention for crack ofinfill wall in frame框架填充墙裂缝成因及控制措施
2.Boundary cracking ofinfill wall in frame are briefly analyzed.简要分析了框架填充墙边界裂缝的成因,同时建立了不同条件下的有限元模型并进行分析计算,得到了温度作用在墙体中的分布规律,并提出了几种防止框架填充墙边界裂缝的措施。
6)frame with fill-in walls框架-填充墙
1.Based on our research results of more than ten years, antotal analysis is made of the affection of load action of general structures such as fame with added floors, castinsite slabbeam floors system,frame with fill-in walls and masonry structures supported by frame.在总结土木建筑工程十余年科研工作成果的基础上,对泛用的一些结构,如加层框架、现浇肋形楼(屋)盖、框架-填充墙、框支砖混结构等进行整体作用(荷载)效应分析,提出若干有关设计计算、构造上值得注意的问题。
延伸阅读
多层厂房预制钢筋混凝土框架结构安装多层厂房预制钢筋混凝土框架结构安装installation of precast reinforced concrete frame structure for multilayer workshop building定.11 ~.。」:柱1一可下门- 杯形井礴11铆椒，甲丫一目一一丫位板沙父父护科月黔今了牛’J一一确r一一土- 二黑交哪嗯浮i钊粼减图“连接板埋设件连接法图1柱子固定示意图柱子四面的连接板和埋设件，然后进行连接板外表面 的刷油和涂装。由于混凝土的抗弯性能所限，混凝土柱不能过长。梁和板的安装在第一节柱安装完成后，及时将对较高的多层框架柱，一般都设计成多段，在预制厂分预制梁、板安装好，以尽快形成整体框架，保持结构的节制作，运至现场后，由安装者在高空对接成整根柱。稳定。梁与柱的连接多采用柱肩梁承接式，通过梁端头这种多节柱安装的关键在于柱与柱之间对接接口的施上下两面的埋设件与柱的埋设件焊接、固定(图4)。梁工，常用的接口型式有湿式连接(图2)和连接板埋设固定后，将预应力钢筋混凝土板座落在梁上，通过将大件连接(图3)两种。(1)湿式连接法。起吊前先实地板两端下边的埋设件与梁上面的埋设件焊接在一起，量测预留钢筋接头的尺寸，将接头调直，开好坡口;将将板固定起来(图5)，使框架形成一个空间刚体。如接头处的混凝土面打毛处理，在柱头上事先系3一4根此逐层依次施工，直至完成多层厂房框架结构的全部缆绳，用于调整柱子就位后的垂直度。起吊后将上下柱安装工作的钢筋接头对准，并用两台经纬仪同时测量柱子相邻丁粉可-两面的垂直度，用缆绳进行校正。垂直度合格后进行对!」下称焊接，先焊接头支承面的钢板埋设件，再焊柱子四角!华卜一，一一洲二二的钢筋和全部对接钢筋，然后复核上下柱中心的垂直1七口，杏一一.州.去盛，度，若无偏差立即支模灌浆。(2)连接板埋设件连接法。IJ}}将柱子起吊后与下柱对准就位，并用两台经纬仪同时!//~测童校正相邻两面的中心线垂直度，合格后进行焊接。
