Calculation Methods on Crack Resistance Capacity of SRUHSC Column to SRC Beam Joint Subjected to Reversal Cycle Load

机译：SRUHSC柱裂缝电阻容量对逆转循环负荷的SRC梁关节裂缝电阻容量计算方法

获取原文

页面导航

摘要
著录项
相似文献
相关主题

摘要

In the joint core regions of steel reinforced ultra high strength concrete frame, the forces are complicated. In seismic area or under some exceptional conditions, it is difficult to repair for joint when cracks occur, so crack resistance performance is important. Based on the experiment of steel reinforced ultra high strength concrete (SRUHSC) column to steel reinforced concrete (SRC) beam joint subjected to reversal cycle load, the crack resistance capacity is studied and applied calculation method for crack resistance capacity is proposed. Compared with the test results, the calculated results are in good agreement with them.

机译：在钢筋增强超高强度混凝土框架的关节芯区域中，力复杂。在地震区域或在一些特殊条件下，难以在发生裂缝时进行接头修复，因此抗抗裂性能很重要。基于钢筋超高强度混凝土（SRUHSC）柱对钢筋混凝土（SRC）梁关节进行逆转循环载荷的实验，研究了耐裂缝电阻能力，提出了抗裂性的计算方法。与测试结果相比，计算结果与他们吻合良好。

著录项

来源
《International Conference on Advances in Materials and Manufacturing Processes》|2011年||共4页
会议地点
作者
Zhang Ju; YAN Changwang; JIA Jinqing;
展开▼
作者单位

展开▼
会议组织
原文格式 PDF
正文语种
中图分类 TB3-532;
关键词
Crack resistance capacity; SRUHSC; Reversal cycle load;

机译：耐火材料;Sruhsc;反转循环负载;

相似文献

外文文献
中文文献
专利

1. Experimental study on seismic behavior of composite frame consisting of SRC beams and SRUHSC columns subjected to cyclic loading [J] . Zhang Jiancheng, Jia Jinqing Construction and Building Materials . 2016,第OCTa30期

机译：反复荷载下SRC梁与SRUHSC柱组合框架抗震性能的试验研究。
2. Experimental Investigation on the Behavior of Retrofitted Reinforced Concrete Beam-Column Joints with CFRP Wrap Subjected to Load Reversal [J] . S. Robert Ravi, G. Prince Arulraj International Journal of Applied Engineering Research . 2010,第1期

机译：CFRP加固钢筋混凝土梁柱节点的抗弯性能试验研究。
3. Experimental Investigation on The Behavior of R.C.C. Beam-Column Joints Retrofitted with GFRP-CFRP Hybrid Wrapping Subjected to Load Reversal [J] . S. Robert Ravi, G. Prince Arulraj International Journal of Mechanics and Solids . 2010,第1期

机译：R.C.C.行为的实验研究GFRP-CFRP混合包裹加固的梁柱节点可承受荷载反转
4. Calculation Methods on Crack Resistance Capacity of SRUHSC Column to SRC Beam Joint Subjected to Reversal Cycle Load [C] . Zhang Ju, YAN Changwang, JIA Jinqing International Conference on Advances in Materials and Manufacturing Processes . 2011

机译：SRUHSC柱裂缝电阻容量对逆转循环负荷的SRC梁关节裂缝电阻容量计算方法
5. Experimental investigation of the behavior of lightly-reinforced concrete column and beam-column joint details subjected to seismic loading [D] . Pessiki, Stephen Paul. 1990

机译：轻型混凝土柱和梁柱节点受地震荷载作用的试验研究
6. Bending Load-Carrying Capacity of Reinforced Concrete Beams Subjected to Premature Failure [O] . Paolo Foraboschi 2019

机译：钢筋混凝土梁过早破坏的弯曲承载能力
7. A STUDY ON LOAD CARRYING CAPACITY AND PLASTIC DEFORMATION CAPACITY OF BEAM-TO-COLUMN CONNECTIONS COMPOSED OF H-SHAPED MEMBERS MADE OF COMPARATIVELY THIN PLATES : Part 1 Load carrying capacity and plastic deformation capacity of beam-to-column connection in monotonic loadings [O] . YOSHIRO MUKUDAI, AKIRA MATSUO 1987

机译：由H形型构件组成的梁柱连接载荷容量和塑性变形容量的研究：单调载荷中梁到柱连接的第1部分负载承载能力和塑性变形能力

Calculation Methods on Crack Resistance Capacity of SRUHSC Column to SRC Beam Joint Subjected to Reversal Cycle Load

摘要

著录项

相似文献

相关主题

期刊订阅