1.
The Research on the Drift Limits Establishing of Multi-stories Steel Frame Considering Second-order Effect;
多高层钢框架二阶侧移限值合理取值的研究
2.
RELIABILITY ANALYSIS OF SEMI-RIGID STEEL FRAMES BASED ON PEAK DISPLACEMENT LIMITS
半刚性节点钢框架侧移限值的可靠性分析
3.
The Elementary Research on a Practical Drift Analysis Approach and the Drift Limits Establishing of Steel Frame Considering 2-orer Effect;
钢框架结构二阶侧移计算简化方法及二阶侧移限值合理取值的初步探讨
4.
Analysis to the Limit Range of Side Shift Ratio for Transfer Story Structure;
转换层层间侧移角比界限值范围分析
5.
Limited unit model and side moving of single bore continuous curve many room box beam bridge
单孔多室连续曲线箱梁桥有限元模型及侧移
6.
Selection of Reactance Value of Low Voltage Side Current Limiting Reactor in Substation
变电站低压侧限流电抗器电抗值的选择
7.
Numerical Simulation of FEM of Automobile Seat Side Blank Stamping
汽车座椅侧板冲压成型有限元数值模拟
8.
leteral excursion
【医】(颔)侧移动
9.
Conclusions:①The AV displacement indices are influenced by the age;
结论：①左侧房室平面位移测值受年龄因素影响；
10.
Numerical Calculation of Lateral Parabolic Profile Design of the Extended Reach Well
大位移井侧位抛物线剖面设计的数值计算
11.
DISCUSSION ON RATIO OF SIDEWAY BETWEEN THE STORIES UP AND DOWN IN TRANSFER STORY OF HIGH-RISE BUILDING STRUCTURE
结构转换层上下层间侧移角比取值探讨
12.
Finite Element Analysis of Soil Arching Effects under Lateral Movement
桩受侧向位移作用下土拱效应问题的有限元分析
13.
Simulation of Dual Laterolog Response in Divate and Horizontal Wells with 3D Finite Element Method;
斜井、水平井双侧向测井响应三维有限元数值分析
14.
Average Time for One-side Mean Control Charts with Warning Limits under Variable Sampling Intervals;
抽样区间可变的带警戒限单侧均值控制图的平均时间
15.
Construction of Ankle and Foot Three-Dimensional Numerical Model and Analysis of Finite Element of Talus in Ectocondyle Unstable Situation
踝足数值模型的建立及踝关节外侧失稳的距骨有限元分析
16.
Only the six low-order bits of the right-hand side will be used so you can’t shift more than the number of bits in a long.
此时只会用到右侧的6个低位，防止移动超过long值里现成的位数。
17.
Impact Analysis of Soft Ground Incline Displacement on the Dates of Settlement Field Monitoring
软土地基侧向位移对现场沉降监测值的影响分析
18.
Discussion on Story Drift Limit of SuperHigh-rise Reinforced Concrete Buildings
钢筋混凝土超高层建筑层间位移限值的探讨