1.
Affect of the Length of Active Beam on the Performance of High-rise Buildings' Eccentrically Braced Frames
耗能梁段长度对高层建筑偏心支撑框架抗震性能的影响
2.
Research of Active Beam Link Length and Brace Types of Ebsf Used in High-Rise Buildings;
高层建筑偏心支撑钢框架耗能梁段长度以及支撑形式研究
3.
Optimization Design Method of Link Beam in Eccentrically Braced Steel Frame
偏心支撑钢框架结构耗能梁段的优化设计方法
4.
Behavior Study of Y-eccentrically Braced Steel Frames under Cyclic Load Considering Length Changed of Link Beam;
考虑耗能段长度变化时Y型偏心支撑钢框架在循环荷载作用下的滞回性能研究
5.
Dynamic Analysis of Y Style Eccentrically Braced Steel Frame and Research on Link Beam Parameters;
Y型偏心支撑钢框架的动力分析及耗能梁段的参数研究
6.
Field "{0}" - The Positional Length cannot be greater than maximum length of 50000000.
字段“{0}”- 位置长度不能大于最大长度 50000000。
7.
Lifting and Installation of Steel Box Girder at Pylon and Girder Section of Edong Changjiang River Bridge
鄂东长江大桥塔梁段钢箱梁吊装施工
8.
Field "{0}" - The value of the Positional Length property cannot be blank.
字段“{0}”- 位置长度属性的值不能为空。
9.
Transition (tamper) length
渐变段（变换段）长度
10.
The application of steam curing process for precast segmental beams of Humin Elevated Project has increased the early strength of concrete and met the requirements of construction progress.
沪闵高架工程预制节段梁采用蒸汽养护的工艺,使混凝土早期强度增长,满足了施工进度要求。
11.
Study on Seismic Performance of Steel Truss Coupling Beams Setted Mild Steel for Energy Dissipation;
设置了软钢耗能的钢桁架连梁的抗震性能研究
12.
Experimental research on energy dissipation and damage analysis of steel truss coupling beam
钢桁架连梁耗能性能试验研究及损伤分析
13.
The length of such a segment.
直径长这样一段的长度
14.
Preliminary Research on Buckling-Restrained Braces in Seismic Design of Bridge
防屈曲耗能支撑在桥梁减震设计中的初步研究
15.
The Influence of the Column Moment Capacity Amplification to Plastic Energy-dissipated Mechanism of 3-D Frame
强柱弱梁系数对空间框架耗能机制的影响
16.
Dissipative Characteristic Investigation of Simply-Supported Reinfored Concrete Beams with Loading Damages
钢混简支梁加载损伤后耗能特征试验研究
17.
Research on Stiffness Matching of the Joint of Composite Cable-stayed Bridge;
混合梁斜拉桥结合段刚度匹配的研究
18.
Field "{0}" - The value of Minimum Length with Pad Character property cannot be less than Minimum Length property of the field.
字段“{0}”- 填充字符的最小长度属性的值不能小于字段的最小长度属性。