| 1. | Multi - ribbed slab structure , as a new structural system , is very potential . previous study is much fruitful
然而，在新结构体系的不断发展过程中，许多内容亟待完善。 |
| 2. | Dtu 22 - 1 . building works . exterior cladding using large prefabricated panels of the solid or ribbed slab type or ordinary concrete . part 1 : technical specifications
Dtu 22 - 1 .建筑工程.专门合同.外部覆盖层为大型预制板或肋板或普通水泥预制板.第1部分:技术规范 |
| 3. | 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。 |
| 4. | Dtu 22 - 1 . building works . private contracts . exterior cladding using large prefabricated panels of the solid or ribbed slab type or ordinary concrete . part 2 : special clauses
Dtu 22 - 1 .建筑工程.专门合同.外部覆盖层为大型预制板或肋板或普通水泥预制板.第2部分:特别条款 |
| 5. | Dtu 22 - 1 . building works . exterior cladding using large prefabricated panels of the solid or ribbed slab type or ordinary concrete . part 1 : technical specifications - part 2 : special clauses
Dtu 22 - 1 .建筑工程.用大型实心或密肋板或普通水泥的预制板做成的外部覆面板.第1部分:技术规范.第2部分:特殊规定 |
| 6. | 3 . through test of 1 / 4 - scaled two - storeyed model , the failure mode of multi - ribbed slab in high - rising building was simulated . the paper analyzed the slab ' s mechanical performance and normal section bearing capacity
通过对1 4比例两层联肢墙片模型受力性能试验研究，模拟了密肋复合墙板在小高层结构中的破坏形态，分析了其受力机理及正截面承载力。 |
| 7. | 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。 |
| 8. | Grillage girder is always used for analysis the structures , such as dense ribbed slab , superstructure of bridge and grid - mat foundation . in this paper , a mechanical model for grillage girder by elastic supporting is proposed , and used for analysis the track structure for the first
交叉梁系一般用于求解密肋式屋面板、桥梁上部结构和格式基础等结构，本文提出一种弹性支承交叉梁系模型，并首次用其求解轨道结构。 |
| 9. | Considering the special structure of multi - ribbed slab , founding diphase body mechanical model of compound material , strengthening rib beam and rib pillar by equivalent volume ratio of concrete and slice brick , the paper drew elastic compution constant and shear constant . based on the things , the paper simplified isotropy compution model to wall , gave practical design formula of elastic mold and shear mold , provided necessary parameter for practical design formula of elastic rigidity . finally the calculating results agree well with the text results
结合密肋复合墙板的特殊构造，建立墙板的复合材料二相体力学模型，按照混凝土与砌块体积比不变原则对肋梁肋柱同时加强，得出墙板的弹性计算常数及剪切常数，在此基础上，进一步将墙板简化为各向同性的计算模型，给出墙板弹性模量及剪切模量实用计算公式，为密肋复合墙板的实用弹性刚度计算公式提供必要的参数。 |
| 10. | 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。 |
