所属单位：土木工程学院

发表刊物：Applied Mechanics and Materials

关键字：中文关键字：SRHSC;框架节点；荷载转移机制；抗剪能力，英文关键字：Frame Joints, Load Transfer Mechanism, Shear Capac

摘要：Based on the tests of 5 steel reinforced high strength concrete (SRHSC) frame interior joint specimens, this paper discusses the mechanism of load transference in the joints. Shear effect of each part of the joints including concrete, steel web, band, flange frame and stirrup is analyzed. And then, the shear capacity equation of SRHSC frame joints is presented. Comparing the calculation results with the test results, it is indicated that the shear capacity equation proposed can correctly evaluate the ultimate shear strength for SRHSC joints.

备注：郑山锁

合写作者：韩协,陶清林,王唯

第一作者：郑山锁

论文类型：期刊论文

卷号：卷：166-169

期号：期：

页面范围：页：3298-3301

是否译文：否

发表时间：2012-05-01