摘要
本文在对正放四角锥网架模型进行极限承载试验的基础上,对网架结构的内力分布状态。极限承载状态,杆件的破坏路经、结构破坏机理和规律,以及节点刚性影响等进行了初步的研究和探讨.
In this paper, on the basis of the experiment of ultimate load of the netframe structure model of upright four-angle cone,the authors study and inquire into the state of the distidution of internal force of the netframe structure,the reserving of carrying capacity,the state of ultimate load,the mechanism and the regular of the structure damage,and the effection of the rigidity of the nodes.
出处
《辽宁工程技术大学学报(自然科学版)》
CAS
1993年第2期34-40,共7页
Journal of Liaoning Technical University (Natural Science)
关键词
极限承载力
极限状态
力学性态
几何性态
子结构
破坏机构
ultimate load capacity
ultimate state
mechanical stae
geometric state
sub-structure
damage structure