This paper carries an experimental study on the pressed performance of the brick masonry square columns strengthened with Glass Fiber Reinforced Plastic (GFRP) sheet.
本文对玻璃纤维布(GFRP)加固砖柱的受压性能进行了试验研究。
According to the weaving principles of GBJ 50011-2001 architecture aseismic design criterion,this paper puts forward relevant aseismic method of monolayer brick-column workshop building through the analysis of earthquake dam- age.
根据国家标准《建筑抗震设计规范》GBJ50011-2001编制的原则,通过对单层砖柱厂房震害分析,提出了相应的抗震设计方法。
The stress capacity and lateral strain of masonry column strengthened by wrapped steel outside under axial compression are analysed.
对外包钢加固轴心受压砖柱的受力特点和横向应变进行了分析,提出了外包钢约束作用下砖砌体侧向约束应力、抗压强度的计算方法。
