We show that pseudo-difference posets are a noncom- mutative generalization of D-posets as if pseudoeffect algebrat to effect algebras.
本文证明了伪差偏序集定义中的公理(PD6)不是独立的,从而得到了一些较简单的公理系统,证明了伪差偏序集是 D-偏序集的非交换推广,正如伪效应代数是效应代数的非交换推广一样。
Study on Seismic Behavior of D-Type Eccentrically Braced Steel Frames with New Adding Side-Plate
新型加侧板式D形偏心支撑钢框架的抗震性能研究
Experimental study on earthquake-resistent behavior of D-type energy dissipating eccentrically braced steel frames
D型耗能器偏心支撑结构的抗震性能试验研究
Experimental and Theoretical Study of D-Type Eccentrically Braced Steel Frames with Reinforced Connection under Cyclic Loading;
梁柱节点加强D型偏心支撑钢框架滞回性能的试验与理论研究
The Experimental and Theoretical Study on the Over-all Seismic Behavior of D-Type Eccentrically Braced Frames;
D型偏心支撑钢框架整体抗震性能的试验与理论研究
Experimental Analysis and Anti-seismic Behavior Research on Improved D-type Eccentrically Braced Steel Frame
改良D型偏心支撑钢框架的试验研究和抗震性能分析
Experimental study on seismic behavior of adding cover-plate protocol for D-type eccentrically braced steel frames
改进加盖板法用于D型偏心支撑结构的抗震性能试验研究
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
Structure influencing coefficient of the herringbone eccentricity supporting rigid frame
人字形偏心支撑钢框架的结构影响系数
HYSTERETIC BEHAVIOUR ANALYSIS OF IMPROVED CONNECTION BETWEEN BEAM AND COLUMN OF D-TYPE ECCENTRICALLY BRACED STEEL FRAME UNDER CYCLIC LOADING
改良型梁柱节点用于D型偏心支撑钢框架在循环荷载作用下的滞回性能分析
Structural Influencing Coefficient of Eccentrically K-braced Steel Frames;
K型偏心支撑钢框架的结构影响系数
Elasto-plastic Dynamic Analysis of Y-eccentrically Braced Steel Frame;
Y型偏心支撑钢框架弹塑性动力分析
Research on Behavior of Eccentrically Braced Structures Installing Viscoelastic Damper;
设置粘弹性阻尼器偏心支撑结构的性能研究
Seismic Analysis of the Eccentrically Braced Structure in Asymmetric High-Rise Building;
设置偏心支撑的不规则高层建筑抗震性能研究
Research of Anti-Seismic Capability of EBSF Used in High Buildings;
高层建筑偏心支撑钢框架抗震性能的研究
Dynamic Analysis of Eccentrically Braced Steel Frame in High-rise Building;
高层偏心支撑钢框架结构动力反应分析
Effective Length Factor of Column in Eccentrically Braced Steel Frames with Semi-rigid Connections
偏心支撑半刚接平面钢框架柱计算长度系数
Out of plane stability of greenhouse side columns with eccentrically lateral braces
温室边柱侧向偏心支撑下的平面外稳定
Seismic Analysis of Eccentrically Braced High-rise Steel Frames
含偏心支撑高层钢结构的抗震性能分析