说明:双击或选中下面任意单词,将显示该词的音标、读音、翻译等;选中中文或多个词,将显示翻译。
您的位置:首页 -> 句库 -> 装配式大板
1.
Specification for design and construction of fabricated board civil building structures
装配式大板居住建筑结构设计与施工规程
2.
SHEAR CAPACITY OF VERTICAL-GROOVED CONNECTION IN PBP STRUCTURES
装配式大板结构竖向齿槽接缝受剪承载力设计
3.
Ducility Behavior of Precast Large Panel Connection and Strain Analysis of Joint Steel under Low Cyclic Reversed Loading;
反复荷载作用下装配式大板结构结合部延性特征及接合筋应力分析
4.
Finite element analysis for an assemblage steel silo with a large bin gate
带大仓门装配式波纹钢板仓的有限元分析
5.
Technical specification for columnslab building assembled by monolithic prestressing
整体预应力装配式板柱建筑技术规程
6.
Experimental Study of the Assembled Monolithic Prestressed Hollow Slab;
装配整体式预应力空心楼板试验研究
7.
Analysis and rectification of typical failures for prefabricated cellular slab bridges;
装配式空心板桥典型病害分析与处理
8.
nailing machine (excl. hand-held) for assembling wooden boxes, cases, crates
钉接机(手提式除外),用于装配木盒,木箱,板条箱
9.
Several transforming methods of structural system for assembled continuous beam or slab bridges
装配式连续梁、板桥的几种体系转换方法
10.
Full Scale Loading Experimental Research on Assemble Monolithic Continuous Composite Slab;
装配整体式叠合连续楼板足尺加载试验研究
11.
Prestressed assembled monolithic of concrete sandwich plate and it's service specification
预应力装配整体式混凝土夹层板及其常用规格
12.
Full scale experimental study on assembled monolithic composite slabs
装配整体式叠合楼板足尺加载试验研究
13.
Technology and Application of All-steel Large Formwork with No Dorsal Bar Assembly
无背楞拼装式全钢大模板技术及应用
14.
Assembly Type Hollow Plate Girder Bridge Flooring Longitudinal Crack Origin Analysis and Preventing and Controlling Measure Research;
装配式空心板梁桥桥面铺装纵向裂缝成因分析及防治措施研究
15.
chip on board process
基板上芯片装配工艺
16.
On exploration of reasonable reinforcement forms for large-span cast-in-place prestressed hollow slab
大跨度现浇预应力空心板合理配筋形式的探讨
17.
Terminal Board cable connection for quick replacement of the cap/cable assembly
接线端子板的电缆连接方式,便于电缆的迅速装配和更换
18.
Analysis of Reasonable Height and Span for Column-slab Residential Building Assembled by Monolithic Prestressing;
装配式整体预应力板柱结构住宅建筑合理高度和跨度分析