Chinese translation for "肋梁"
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- [木] girt strip; ledger board; ribbon strip
Related Translations:
浮肋: costa fluctuantescostae fluctuanscostae fluctuantesfloating ribsfolating ribs 背肋: costae dorsalisdorsal raydorsal ribdorsal system
- Example Sentences:
| 1. | It is the " prestress anchor ribbed beam support system " that gave a new practical support system to both of them
预应力锚杆肋梁支护技术为这两类基坑提供了一种实用的支护体系。 | | 2. | The author hoped professors give some precious advices for the thesis and this technology to develop it
最后学生恳请教授们对论文及“预应力锚杆肋梁支护技术”提出宝贵意见，以使该技术能进一步完善成熟。 | | 3. | 3 . the calculating elements and the calculating model of rib - column , rib - beam and retaining plate of the supporting structure are proposed in this paper
3 、提出了肋柱、肋梁和挡土板的计算单元划分以及计算模型的确定方法。 | | 4. | In the pre - stressed anchor supporting structure with beam and column , anchor , supporting structure and soil work jointly , therefore in this paper , rib - column and rib - beam are used models of elastic foundation beams , the solving method of rib - column and rib - beam are given out
由于锚杆和支护结构以及周围土体是共同工作、彼此协调的,因此肋柱、肋梁按弹性地基梁进行计算,并推导出计算公式。 | | 5. | 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。 | | 6. | The research suggests that the failure process of the multi - ribbed composite walls under horizontal seismic loads is : the cracks of the infilled silicate bricks and the cracks of the inner rib beams and rib columns - the cracks of the outer frames ; and that the walls can release energy by stages , showing perfect capacities of energy dissipation and collapse resistance
研究表明：复合墙板在水平地震力作用下，其破坏过程按“填充砌块?肋梁肋柱?外框架”的顺序进行，分级释放能量；试验中墙板大部分发生剪切滑移破坏；墙板的平均抗剪承载力、延性指标、耗能及抗倒塌能力明显优于组合砖墙。 | | 7. | The wall was equaled to an elastic composite slab with silica bricks as main body and concrete rib beams , columns and outer frame as reinforcing fiber . ( 2 ) elastic - plastic stage . the wall was equaled to a rigid frame - oblique compression bar model in which concrete frame was equivalent to a rigid frame while silica brick was equivalent to a oblique compression bar
( 1 )弹性阶段? ?将墙体视为一种以轻质砌块为基体，混凝土肋梁、肋柱、外框为增强纤维的复合材料等效弹性板； ( 2 )弹塑性阶段? ?将墙体视为一个由钢筋混凝土刚架和与之铰接的砌块等效斜压杆组成的刚架斜压杆组合模型； ( 3 )破坏阶段? ?将墙体视为肋梁严重破损的梁铰框架模型。 | | 8. | " prestress anchor ribbed beam support system " is a new practical support technology which came from soil nailing walls system and un - embedded rank of piles with anchors support system that has been used successfully for 4 years by the author and his company named qingdao deep foundation stabilization engineering co . , ltd . it " s mechanism is similar to rank of piles with anchors support system that can not be inserted into the bottom of foundation trench , but it " s ribbed beams are used to replace rank of piles made before excavation so the work cycle can be shortened and the support system cost can be reduced ; meanwhile this system maintains the soil nailing wall " s convenience of digging and supporting
“预应力锚杆肋梁支护技术”是笔者及所在单位历时四年在土钉墙和无嵌入多锚排桩两种支护体系基础上开发应用成功的一种新型实用性支护技术。其支护机理类似于未嵌入坑底的排桩多锚支护，只是由肋梁代替了开挖前施工的排桩从而提前工期并降低支护造价；同时继承了土钉墙随挖随支护的机动灵活性。自1998年至今该技术已在青岛、济南、烟台等十几个深基坑和高边坡工程中成功应用。 | | 9. | Based on the numerical simulation and accuracy analysis to previous slab ' s test with the ansys program , the study of composite wall , with various detail design under potential load action respectively or jointly is carried on and the wall ' s atress behavior and failure mode is obtained , also the influence to wall ' s stiffness and bearing capacity by kinds of factors , including wall ' s shear span ratio , member ' s section , bar arrangement , etc . based on the hammer blow test and stiffness test , a 1 / 3 scale ten - bay model ' s modality parameter and elastic deformation characteristic is analyzed
在对密肋复合墙板运用ansys ~ ( ( ? ) )程序进行数值模拟、分析验证的基础上，对典型组合墙体在不同连接构造和不同荷载效应组合作用下的受力形态和破坏模式进行研究；计算分析了复合墙体剪跨比、边框柱截面尺寸、边框柱配筋大小以及墙板内肋梁肋柱配筋等诸多因素对密肋复合墙体承载力及刚度的影响，得出其变化规律。 | | 10. | The company the author worked in is applying a practical patent for the " prestress anchor ribbed beam support system " . so far this technology is still a technical and commercial secret . so there is a special announcement here , this thesis is only offered to professors for examination , so any copy and spread to the same project companies is not allowed , the author gave a gratefulness to the professors who hold this thesis here
笔者所在公司正在就“预应力锚杆肋梁支护技术”申请国家级实用专利，该技术暂属技术和商业机密，因此特别声明:本文仅作为硕士论文供教授评审使川，论文不能翻印或传至同行业其他单位中，笔者特向拥有本人论文的教授们表示感谢。 |
- Similar Words：
- "肋盔" Chinese translation, "肋理专员" Chinese translation, "肋利能力指数" Chinese translation, "肋力运动" Chinese translation, "肋联合韧带" Chinese translation, "肋鳞鱼属" Chinese translation, "肋麦角碱" Chinese translation, "肋脉" Chinese translation, "肋脉的" Chinese translation, "肋面" Chinese translation
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