连系梁的英文

• connecting beam

• "连系"英文翻译    linkage; connection
• "梁"英文翻译    beam
• "系梁" 英文翻译 :    binder; collar beam; joining beam; springbeam; straining tie; tie beam; yoke
• "连系" 英文翻译 :    linkage; connection◇连系动词 copulative verb; linking verb; 连系法 connection method
• "系梁 横系梁" 英文翻译 :    strainingbeam
• "【建筑】系梁。" 英文翻译 :    collar beam
• "大桁，系梁。" 英文翻译 :    spring beam
• "联系梁" 英文翻译 :    joining beam
• "上系梁" 英文翻译 :    top tie beam
• "被连系" 英文翻译 :    wired down
• "连系辞" 英文翻译 :    copula
• "连系的" 英文翻译 :    conjunctive
• "连系法" 英文翻译 :    connection method
• "连系膜" 英文翻译 :    connecting film
• "连系物" 英文翻译 :    copula; link
• "连系线" 英文翻译 :    interconnected line
• "【建筑】系梁，小屋梁。" 英文翻译 :    tie beam
• "横向联系梁" 英文翻译 :    transverse strut
• "系梁；水平拉杆" 英文翻译 :    tie beam
• "系梁式屋顶" 英文翻译 :    collaroof beam roof
• "系梁屋顶" 英文翻译 :    collar beam roof; collar-beam roof
• "系梁屋架" 英文翻译 :    tie beam roof
• "周边联系梁" 英文翻译 :    peripheral tie beam
• "桩顶联系梁" 英文翻译 :    pile cap beam; pilecapbeam
• "纵向联系梁" 英文翻译 :    longitude strut

• Construction method of pouring concrete pre - stressed connection beam
  现浇预应力混凝土连系梁施工方法
• Analyze the behavior of composite foundation with beams between piles
  带连系梁的旋喷桩复合地基工作性状分析
• This article , takes some project for landslip in a small district in zunyi for example , tells you the useful experience of water proof , sueface prevention structure and sticking of the surfaces of mountain slopes , and so on
  摘要文章以遵义小区某滑坡治理工程为例，介绍了滑坡治理中有效解决坡面防水、护面结构与坡面的粘结等问题的实践经验，提出了锚杆支护、挂网喷砼、坡脚挡墙衬护、喷面边界浇筑连系梁的综合治理措施。
• It also has important reference value for the similar construction . by the safety and seismic evaluation of this aqueduct bridge , it has shown that ( 1 ) besides the structure of this aqueduct bridge was basically unharmed without some flake of concrete cover and revealing stirrup , its intensity basically reached the need of primary design . ( 2 ) from the side of carrying capacity , rib arch could satisfy the needs under the action of wind and earthquake , but some individual frame crossbeams and most rib arch tie beams could n ' t satisfy the need
  通过对东滑峪渡槽进行安全性能和抗震性能评估后表明： ( 1 )渡槽除肋拱顶面有保护层剥落、箍筋外露，结构基本完好，其强度基本达到西安理工大学工程硕士专业学位论文原设计的强度要求； （ 2 ）从承载力方面看，在风荷载、地震作用下，肋拱基本满足要求，个别排架横梁不满足要求，肋拱连系梁普遍不满足要求；计入水平横槽向地震作用的工况为设计控制工况。
• Then the coupling beams with new reinforcement layout were made an inquiry into , and the improvement on the seismic behavior by coupling beams diagonally reinforced with a few rows in end regions was found out at last , based on the observations of the experimental phenomena and the analysis of the measurement result , and by the comparison of seismic behavior by making use of hysteretic response , ductility and energy dissipation behavior , a conclusion is presented : the code for design and construction of reinforced concrete high - rise structures ( the draft asked for advise hi 2000 ) ca n ' t ensure that the coupling beams have fairly good seismic ductility ; the result of improvement of the seismic ductility of the coupling beams by the increase hi stirrups besides the strengthen of longitudinal detailing reinforcement was n ' t obvious ; the coupling beams diagonally reinforced with a few rows in end regions have fairly good mechanisms , and the ductility and the behavior of energy dissipation are better than conventionally reinforced concrete coupling beams , so it is suitable to te tised in short coupling beams
  本文通过对三根小跨高比(均为l h = 1 . 0 )剪力墙洞口连系梁在低周反复荷载作用下的试验，了解了严格按《钢筋混凝土高层建筑结构设计与施工规程》 ( 2000年征求意见稿)设计的连梁具有的抗震性能，研究了采取增大连梁配箍量同时加强纵向构造筋的方案对抗震性能的影响，并进一步对新的配筋形式的连梁进行了探讨，了解了在连梁梁端配置多排交叉斜筋方案对连梁抗震性能的改善。通过对试验现象的观察和量测结果的分析，利用荷载?位移滞回曲线、延性和耗能性能等指标对各个试件的抗震性能进行了比较，最后得出结论： 《钢筋混凝土高层建筑结构设计与施工规程》 ( 2000年征求意见稿)不能保证小跨高比连梁具有较好的抗震延性：通过增大连梁配箍量同时加强纵向构造筋的方案对改善连梁的抗震延性的效果不太明显；梁端配置多排交叉斜筋的连梁具有相对较好的受力性能，其延性和耗能性能等各项性能指标均优于普通配筋连梁，宜在深连梁中采用。
• The main components of the latter are multi - rib sandwich panels , including floor slabs and wall slabs . reinforced concrete conformation columns are set where the longitudinal walls and latitudinal walls intersect and copulative beams are set where floor slabs and wall slabs intersect . they play a role of linking and transferring loads , bearing a small part of loads at the same time
  无骨架体系的主要承重构件是密肋夹芯板(包括楼板和墙板) ，纵、横墙相交处设钢筋混凝土构造(连接)柱，墙板和楼板相交处设连系(圈)梁，连系梁和柱主要起连接和传递荷载作用，也承担少部分荷载。
• Coupling beams between openings are the main plastic energy dissipation elements of coupled walls , but whether short coupling beams could ensure that shear failure would n ' t take place before coupling beams have reached certain displacement ductility or not , is still a problem of engineering which has n ' t been solved and is one of the critical problem of the code for design of concrete structures which remains to be solved
  洞口连系梁是联肢剪力墙的主要塑性耗能构件，但跨高比较小的连梁是否能保证在达到一定的位移延性之前不出现剪切失效，仍是目前我国工程界未解决好的问题，也是我国《混凝土结构设计规范》遗留下来有待解决的关键问题之一。

• 连系梁的法语：poutre (d'entretoisement, de liaisonnement)