欢迎您！东篱公司
退出
-
申报数据库
-
立项数据库
-
成果数据库
-
项目获奖数据库
中文摘要：
在试验的基础上,对高温下钢筋混凝土异形柱框架破坏形态进行了研究,考察了框架在梁、柱破坏形态下的结构变形及内力变化特征。结果显示梁破坏形态具有延性特征,柱破坏形态具有脆性破坏特征。在设计过程中要极力避免柱破坏形态的出现。
英文摘要：
Two failure mode,beam failure mode and column failure mode,of RC frame with specially-shaped column at elevated temperature,are studied at the basis of test.The structure characteristic of the deformation and inner force of the two types of failure mode are presented.Beam failure mode has the feature of ductility deformation,while column failure mode has brittle feature,which should be avoided in structure design.
同期刊论文项目
同项目期刊论文
Behavior of axially-and-rotationally restrained concrete columns with ';+';-shaped cross section and
THERMAL RESPONSE TO FIRE OF UNIFORMLY INSULATED STEEL MEMBERS: BACKGROUND AND VERIFICATION OF THE FO
Behaviour of Repaired Concrete Filled Steel Tubular Column to Steel Beam Joints after Exposure to Fi
Experimental behaviour of reinforced concrete (RC) beam to concrete-filled steel tubular (CFST) colu
Performance of CFST column to steel beam joints subjected to simulated fire including the cooling ph
Fire performance of self-consolidating concrete filled double skin steel tubular columns: Experiment
Experimental study on fire performance of axially-restrained normal- and high- strength concrete col
A simple approach for modeling fire-resistance of steel columns with locally damaged fire protection
Temperature Field Analysis of SRC-Column to SRC-Beam Joints Subjected to Simulated Fire including Co
期刊信息
位置：