壁板结构的英文

• construction; panel

• "壁"英文翻译    wall
• "板结"英文翻译    harden; hardened
• "构"英文翻译    construct; form; compose
• "板结构" 英文翻译 :    plate structure; plated construction
• "壁板式结构" 英文翻译 :    panel construction
• "薄板结构" 英文翻译 :    thin plate structure; thin slab structure; thin-slab construction; thin-slab structure
• "大板结构" 英文翻译 :    large panel structure
• "大模板结构" 英文翻译 :    large-form cocrete structure
• "大型板结构" 英文翻译 :    large panel construction
• "单板结构" 英文翻译 :    single-skin construction
• "地板结构" 英文翻译 :    floor construction
• "叠板结构" 英文翻译 :    stacking structure
• "复合板结构" 英文翻译 :    clad construction
• "钢板结构" 英文翻译 :    steel plate structure
• "黑板结构" 英文翻译 :    blackboard architecture; bs blackboard structure
• "夹心板结构" 英文翻译 :    sandwich structure
• "甲板结构" 英文翻译 :    deck construction; deck structure
• "胶合板结构" 英文翻译 :    plywood structure
• "矩阵板结构" 英文翻译 :    matrix plane construction
• "梁板结构" 英文翻译 :    contignation
• "楼板结构" 英文翻译 :    floor co truction; floor construction
• "木板结构" 英文翻译 :    wood panel construction
• "平板结构" 英文翻译 :    flat plate construction; slab co truction; slab construction; slabbed construction; slabs structure
• "铺板结构" 英文翻译 :    flat deck structure; flooring
• "嵌板结构" 英文翻译 :    panel construction

• Dynamic finite - element simulation on aircraft panel structure battle damage
  飞机壁板结构战伤的动力有限元仿真
• Multi - ribbed composite slab structure , as a new structural system , is very potential
  密肋壁板结构作为一种新型节能住宅结构体系，有着很好的发展前景。
• Multi - ribbed slab structure ( mrss ) is a new structural system , characterized by low weight , high strength , saving energy and good aseismic performance
  密肋壁板结构是一种轻质、高强、节能、抗震的建筑结构新体系，在前期的研究中，已取得了不少的科研成果。
• The aim of this thesis is to analyze the panel flutter mechanism and establish a mechanical model for panel flutter analysis and this work is the basis of panel flutter control studies
  本文的目的就是对壁板的热颤振特性进行系统深入的分析和研究，为高速飞行器的壁板结构的防颤振设计和壁板颤振抑制的研究建立理论基础。
• As a new structural system , mrs ( multi - ribbed slab structure ) has achieved staggered fruit in multi - story buildings study and application . but the system ' s theoretical investigation and application study for moderate high - rise building is being nothingness yet
  作为一种新型结构体系，密肋壁板结构在多层房屋建筑中的研究应用已取得较好的阶段性成果，但对结构体系在中高层建筑中的理论与应用研究尚处于空白。
• With seismic loading tests on multi - rib composite walls and integer building models , this paper researches comprehensively on practical design methods for the structure of multi - rib panel , and provides the theoretical foundation for engineering application of this structure system
  本文结合密肋复合墙板力学性能试验及整体房屋模型试验，较全面分析研究了多层密肋壁板结构的实用设计方法，为该结构体系的工程应用奠定了理论基础。
• The originality of the thesis lies in : ( 1 ) establishment of analysis model for different design phases of multi - ribbed slab in accordance with the slab ' s grading and multimode failure mode , by felicitously assumption and affecting factor ' s evaluation , the computational model corresponding to codes " requirement is proposed
  ( 6 ) .实用设计方法的建立和完善通过中高层密肋壁板结构房屋的工程设计，结合其他结构体系的相关研究成果，初次建立了中高层密肋壁板结构房屋的概念设计原则和抗震计算方法。
• Combined with test research and current code , the practical design methods of the tier structure of multi - rib panel are researched chiefly . basic principles in the process of structure conception design are achieved , practical computing formulas for rigidity and load - bearing of the structure of multi - rib panel are deduced , practical design methods and process for buildings in the structure are expatiated , and actual project is seismic calculated as an example in this paper
  提出结构概念设计应遵循的基本原则，包括结构体系的适用范围，房屋层数及高宽比限值，建筑平面及竖向布置要求；给出复合墙板的刚度及承载力实用计算公式，并与试验值进行对比；阐述了多层密肋壁板结构房屋的实用设计方法及设计步骤，并将实际工程作为算例，进行了详细抗震验算。
• With static elasto - plastic analysis method , the mrs behavior different from shear wall structure in intense earthquake is obtained . the basic way employing displacement - based design method for the structure and points for attention in practical project design are indicated . based on the experimental and theoretical achievement and compared with the general rc structure systems , moderate high - rise mrs conceptual design principle , seismic design method and section requirement is stipulated
  ( 5 ) .中高层密肋壁板结构基于位移的抗震设计将基于位移的抗震设计思想引入结构设计之中，规定了密肋壁板结构满足不同性能要求的层间位移角限值，并应用静力弹塑性分析方法得出体系与混凝土剪力墙结构在大震作用下的不同反应特征。
• Though much progress has been achieved in previous study , there still remains a lot to be studied and perfected . the thesis is devoted to study on the multi - ribbed slab wall , the main bearing member in mrss , including its mechanism , failure mode , aseismic capability , mechanical models , ultimate bearing capacity and aseismic design based on control . the paper mainly accomplished such work as follows : 1 ) based on test research on multi - ribbed slab wall , the paper proposed the member ' s failure modes under horizontal loads , analyzed the co - performance between the inner frame and the infilled silica bricks and that between the slab and the outer frame , discussed the wall ' s bearing capacity , rigidity , deformation , ductility and energy dissipation ability in different modes , and put forward a simplified mechanical model of the slab wall under vertical loads
  本文针对密肋壁板结构的主要受力构件? ?密肋复合墙体为研究对象，就其受力机理、破坏模式、抗震性能、三阶段力学模型、极限承载能力以及基于控制的抗震设计方法等进行了较为详细的研究，完成的主要工作有： 1 )通过对密肋复合墙体在水平低周反复荷载和单调荷载作用下的试验研究，提出了墙体的主要破坏模式；分析了框格与内部填充砌块、墙板与外框的共同工作的受力特点；探讨了不同破坏模式情况下墙体的承载能力、刚度、变形、延性、耗能等抗震性能，并给出了竖向荷载作用下密肋复合墙体的简化力学模型。