个人信息Personal Information
教授
博士生导师
硕士生导师
主要任职:Professor
性别:男
毕业院校:哈尔滨工业大学
学位:博士
所在单位:土木工程系
学科:结构工程. 工程力学
办公地点:大连理工大学综合实验4号楼312室
联系方式:hezheng@dlut.edu.cn
电子邮箱:hezheng@dlut.edu.cn
Vibration-mode-based story damage and global damage of reinforced concrete frames
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论文类型:期刊论文
发表时间:2018-06-01
发表刊物:EARTHQUAKES AND STRUCTURES
收录刊物:SCIE
卷号:14
期号:6
页面范围:589-598
ISSN号:2092-7614
关键字:vibration mode; story damage; modal damage; global damage; frame
摘要:An attempt is conducted to explore the relationship between the macroscopic global damage and the local damage of shear-type RC frames. A story damage index, which can be expressed as multi-variate functions of modal parameters, is deduced based on the tridiagonal matrix of the shear-type frame. The global damage model is also originated from structural modal parameters. Due to the connection of modal damage indexes, the relationship between the macroscopic global damage and the local story damage is reasonably established. In order to validate the derivation, a case study is carried out via an 8-story shear-type frame. The sensitivities of modal damage indexes to the location and severity of local story damages are studied. The evolution of the global damage is investigated as well. Results show that the global damage is sensitive to the degree of story damage, but it's not sensitive to its location. As the number of the damaged stories increases, more and more modes will be involved. Meanwhile, the global damage evolution curve changes from the concave shape to the S-type and then finally transforms into the convex shape. Through the proposed story damage, modal damage and global damage model, a multi-level damage assessment method is established.