1.
Integrated Techniques for Shear-Wall Frame Structure with Large Longitudinal Length without Temperature Joint;
超长框架剪力墙结构不设缝的综合措施
2.
Crack Mechanism and Controlling Technique of Reinforced Concrete Super-long Frames;
钢筋混凝土超长框架结构裂缝机理及控制技术
3.
Analysis of the Effect of Temperature in Ultra-long Frame Structure by Nonlinear Finite Element
超长框架结构非线性有限元温度效应分析
4.
Application Of Compensation Shrinking Concrete In Longer Frame Structure
补偿收缩混凝土在超长框架结构中的应用
5.
The Study on Thermal Stresses of Over-long Frame Structures Based on 3D FEM Model;
超长框架结构温度应力的三维有限元分析与研究
6.
Analysis of the Temperature and Shrinkage Stress of Over-Long Framed Structure with After-Poured Band and Expansion Reinforcing Strip
超长框架结构设置后浇带与膨胀加强带温度收缩应力分析
7.
Long-term monitoring and analysis of extra-long PC frame structures
超长预应力混凝土框架结构的长期监测与分析研究
8.
Research on Temperature Stress of Overlong Rectangular-Ambulatory-Plane RC Frame Structure;
回字形超长钢筋混凝土框架结构的温度应力研究
9.
Influence of Different Construction Measures on Temperature Stress in Over-long Concrete Frame Workshop
不同构造措施对超长钢筋混凝土框架厂房温度应力分布的影响
10.
Influence of expansion reinforcing strip on temperature effect in over-long concrete frame structure
膨胀加强带对某超长钢筋混凝土框架厂房温度效应的影响
11.
The Equivalence Relations between Hilbert Frames, Frame Measure Function and the Overcompleteness of Frames
框架间的等价关系，框架测度函数和框架的超完全性
12.
Research on Overstrength Factors of Reinforced-Concrete Frame Structures;
钢筋混凝土框架结构超强系数的研究
13.
Recent developments of metal-organic supramolecular frameworks;
金属—有机超分子框架结构的研究进展
14.
Failure Mode Analysis of Huge Steel Frame Structures
超高层巨型钢框架结构失效模式分析
15.
SOLUTIONS FOR OVERREINFORCED BEAMS IN REINFORCED CONCRETE FRAME STRUCTURES
钢筋混凝土框架梁超筋现象解决方案
16.
SOLUTIONS FOR OVERREINFORCED COLUMNS IN REINFORCED CONCRETE FRAME STRUCTURES
钢筋混凝土框架柱超筋现象解决方案
17.
Study on Temperature Stress and Design Method of Expansion Reinforcing Strip in over Long Concrete Frame Shear Wall Structure;
超长混凝土框架剪力墙结构温度应力及膨胀加强带设计方法的研究
18.
Study on Temperature and Shrinkage Crack Control of Over-long Concrete Frame Structures on the Basis of "Resist and Release" Principles
基于“抗与放”设计原则的超长混凝土框架结构温度及收缩裂缝控制研究