reinforcing design中文是什么意思

• 加固设计

• "reinforce"中文翻译    vt. 1. 增兵，增援。 2.增强，加固，补强；补充， ...
• "design"中文翻译    vt. 1.计划，企图，立意要…。 2.指定，预定；留给 ...
• "reinforcing" 中文翻译 :    加强筋; 配筋; 贴补强; 网衣补强; 增强
• "arch reinforcing" 中文翻译 :    拱的加劲
• "kidney reinforcing" 中文翻译 :    补肾
• "masonry reinforcing" 中文翻译 :    圬工加筋
• "reinforcing action" 中文翻译 :    补强作用
• "reinforcing agent" 中文翻译 :    补强剂; 加强剂; 增强剂
• "reinforcing and reducing" 中文翻译 :    补泻
• "reinforcing angle" 中文翻译 :    加固角钢; 加劲角钢
• "reinforcing artillery" 中文翻译 :    增援炮兵
• "reinforcing band" 中文翻译 :    补强带; 加强带; 增强带
• "reinforcing bar" 中文翻译 :    钢筋条; 混凝土内的配筋; 加强筋; 铁筋; 主筋
• "reinforcing bars" 中文翻译 :    配筋
• "reinforcing bead" 中文翻译 :    补强焊道
• "reinforcing beam" 中文翻译 :    刚性梁
• "reinforcing braid" 中文翻译 :    加强编织层
• "reinforcing cage" 中文翻译 :    钢筋骨架; 钢筋笼
• "reinforcing efficacy" 中文翻译 :    加强效力
• "reinforcing fabric" 中文翻译 :    钢筋网
• "reinforcing feedback" 中文翻译 :    不断增强的回馈
• "reinforcing fiber" 中文翻译 :    加强纤维
• "reinforcing filament" 中文翻译 :    加固丝
• "reinforcing filler" 中文翻译 :    补强剂; 增强填充料; 增强填料
• "reinforcing fleet" 中文翻译 :    增援舰队

• At the center , or most significant place within a courtyard , is a wooden sculptural piece that forms the museum and reinforces design republic as an educational platform for design
  空间中部，或者说是庭院中最重要的部分是一个作为博物馆的木质结构，烘托整个设计共和使之成为一个学术性的设计交流平台。
• Based on these , the ductility reliability of columns in the lowest layer of the reinforced concrete frames was analyzed , for providing reference to safety hoop reinforced design of cross - section of columns
  在此基础上，分析了钢筋混凝土框架结构底层柱在层间位移达到一定限值时，柱底端截面延性的可靠度，为更安全合理的截面配筋设计提供分析参考。
• It is worthy to analyze systemically what is the characteristic in internal force combination or reinforced design to frames of two regions and what is the difference in results while taking 7 , 8 and 9 regions into account
  对应于这两个区的框架结构在内力组合以及配筋上有何规律，与设防烈度为7 、 8 、 9度时又有什么不同，有必要进行系统的分析和对比。
• This thesis presents the group network security requirements based on the sanjiang group ' s secrecy requirements for information setup and application and via analyzing the in being status quo of information system security and existing risks earnestly , improvements and reinforcing design for the group ' s internal networking security based mainly on the study of security strategy , security technique and security management , etc combining with the relevant networking security products , and measurement of three phases implementation
  本论文根据三江集团信息化建设与应用的保密要求，通过认真剖析其现有信息系统安全现状和存在的风险，提出了集团网络的安全需求。主要从安全策略、安全技术、安全管理等方面进行研究，结合相关的网络安全产品，对集团内部网络安全性进行了改进和加固设计，并充分考虑投资和实际要求，提出分三期实施的措施。
• The objective function is the cost of anti - slide pile " s per meter ; the constraint conditions are the strength of anti - slide pile " s normal section and inclined section , the ratio of reinforcing design and the size of section in the design code ; the design variables are the height of section , the area of reinforcement and the amount of hoop . and the optimization model is solved by 0 . 618 method
  本文提出的优化设计方法，以桩单位长度的总造价为目标函数，以规范对单筋梁的正、斜截面强度，配筋率及截面尺寸等要求为约束条件，以桩截面高度，抗弯纵筋面积，抗剪箍筋数量等为设计变量，来建立优化模型，并用0 . 618法进行求解。
• The contents include as follows : the influencing factors of the displacement ductility factor of the unbonded partially prestressed concrete frame structures , such as stirrup reinforcement characteristic value , nominal shear span ratio , axial compression ratio , the appearing order of plastic hinges and partial prestressing ralio ( ppr ) are discussed . the formula of displacement ductility factor of the unbonded partially prestressed concrete frame structures is suggested by regression analysis . with regard to the aseismic design and the request of ductility and energy dissipation , the restriction of the flat - beam / column sectional size and aseismic reinforced design are discussed
  本文主要包括以下内容：讨论了配箍特征值、名义剪跨比、轴压比、塑性铰出现顺序、预应力度等因素对无粘结部分预应力混凝土框架位移延性系数的影响，回归了考虑影响因素的位移延性系数计算公式；对无粘结部分预应力混凝土扁梁框架结构，阐述了抗震设计对扁梁、柱截面尺寸的要求与限制；对满足延性和耗能要求的无粘结部分预应力混凝土扁梁控制截面抗震配筋进行了探讨；通过对无粘结部分预应力混凝土扁梁梁端的受力分析，改进了以往扁梁梁端扭矩设计值计算公式。
• The effect and safety of reinforced concrete column strengthened with bonded external angle steel are related with many factors , such as reinforced design , process of reinforcement , anchored structure of reinforced end , reinforcement rate of the angle steel , ductility and the stress applied on original column as well as maintenance in use
  摘要采用外包角钢加固的钢筋混凝土柱、其加固效果和安全性与诸多因素，如加固设计、加固施工工艺、加固端锚固构造、加固角钢的增钢率与增箍率、原柱所处的应力状态、使用过程中的维护管理等有关。