1.
That have analyzed prestressed reinforced concrete normal section calculate formula of bearing capacity limit states.
分析预应力钢筋混凝土正截面承载能力极限状态计算公式。
2.
Anchoring capacity of tensile rock bolt in ultimate limit state
极限状态下岩体受拉锚杆锚固承载力的计算
3.
The Ultimate State Design Principles and Some Applications on Highway Bridges Structure Based on Reliability;
基于可靠度的公路桥梁结构极限状态设计计算原则及应用
4.
Probabilistic limit states design (Normal-Normal mode)
gb/T10093-1988概率极限状态设计(正态-正态模式)
5.
Application of Limit Satet Method in Design and Calculation of Mast structure System of Deep-hole Full Hydraulic Core Drilling
极限状态法在深孔全液压岩心钻机桅杆结构系统设计计算中的应用
6.
Wind power penetration limitation calculation of wind farm based on static state safety restriction
基于静态安全约束的风电场穿透功率极限计算
7.
minimum state finite automaton
极小状态有限自动机
8.
Direct Design of Partially Prestressed Concrete Members according to Two Kinds of Limit State
部分预应力砼构件按两类极限状态的直接设计
9.
Probabilistic Limit State Design Method of Composite Steel-Concrete Beam Bridges;
钢—混凝土组合梁桥概率极限状态设计方法研究
10.
The Study of Crane Structure Design Based on Limit State Method;
基于极限状态法的起重机金属结构设计研究
11.
The limited state and character state of Miller scanning circuit
密勒扫描电路的极限状态与特征状态
12.
Study of Sluice Structure Design Partial Coefficients Revision Based on Partial Coefficients Limit State;
基于分项系数极限状态设计的水闸结构设计分项系数套改研究
13.
Two-element Optimizing Algorithm of State Encoding of Finite State Machines;
有限状态机的二元优化状态编码算法
14.
Calculating Theory Research on the Ultimate Bearing Capacity of Stratified Rock Foundation with Slope Shoulder as Bearing Surface;
以斜坡坡肩为承载面的层状岩基极限承载力计算理论研究
15.
Research on Thevenin Equivalent Based Fast Estimation for Steady-State Voltage-Stability Margin Computation Methods
基于戴维南等值的静态电压稳定极限快速计算方法研究
16.
Research for the Steel Highway Bridge Design Method of Probability Limited Status Based on Reliability Theory;
基于可靠度理论的公路钢桥概率极限状态设计方法研究
17.
The Serviceability-based Optimum Design of Prestressed Concrete Beams;
基于正常使用极限状态下的预应力混凝土梁的优化设计
18.
The Application of Probabilistic Limit State Method in Confirming the Bearing Capacity of Foundation Soil;
概率极限状态设计法在确定地基承载力中的应用