个人信息Personal information
- 电子邮箱:
- 入职时间:2017-12-22
- 所在单位:建筑与环境学院
- 职务:副教授
- 学历:博士研究生毕业
- 办公地点:四川大学香港马会大楼 C414 办公室,四川大学江安校区,成都市双流县黄河中路一段, 邮编: 610207
- 学位:博士
- 职称:副高
- 在职信息:在岗
- 毕业院校:英国诺丁汉大学
- 所属院系:建筑与环境学院
- 学科:防灾减灾工程及防护工程
联系方式Contact information
论文成果
- 李波 and 吕洋.Near-Fault Forward Directivity Effect on the Estimation of Ground Motion Amplification Factors.Journal of Geotechnical and Geoenvironmental Engineering,147:04021139,2021.10.1061/(ASCE)GT.1943-5606.0002691
- 吕洋 and 熊峰.Seismic Performance of a Full-Scale Two-Story Bolt-Connected Precast Concrete Composite Wall Panel Building Tested on a Shake Table.Journal of Structural Engineering,147:04021209,2021.10.1061/(ASCE)ST.1943-541X.0003183
- 吕洋 and 阎慧群.Dimensional analysis of dynamic interaction between adjacent SDOF buildings to forward directivity and fling step pulses.Soil Dynamics and Earthquake Engineering,149:106831,2021.10.1016/j.soildyn.2021.106831
- 张博文 and 吕洋.Regional seismic damage analysis considering soil–structure cluster interaction using lumped parameter models: a case study of Sichuan University Wangjiang Campus buildings.Bulletin of Earthquake Engineering,19:4289 - 4310,2021.10.1007/s10518-021-01149-2
- 吕洋, 熊峰 and 葛琪.Dynamic rocking response of a rigid planar block on a nonlinear hysteretic Winkler foundation.Earthquake Engineering and Structural Dynamics,50:2754 - 2773,2021.10.1002/eqe.3470
- 熊峰, 葛琪 and 吕洋.建筑数量对土-剪力墙结构建筑群动力相互作用的影响.振动工程学报,34:539 - 551,2021.10.16385/j.cnki.issn.1004-4523.2021.03.011
- 戴靠山 and 吕洋.Effects of soil–structure interaction on the design of tuned mass damper to control the seismic response of wind turbine towers with gravity base.Wind Energy,24:323 - 344,2021.10.1002/we.2576
- 曹舜泽, 张玉武 and 吕洋.Mechanical properties and reinforcement mechanisms evaluation of closed-cell polymer foams reinforced by recycled glass beads.Construction and Building Materials,275:122062,2021.10.1016/j.conbuildmat.2020.122062
- 张博文, 吕洋 and 熊峰.考虑SSSI效应的城市区域建筑群地震响应分析.地震工程与工程振动,40:187-192,2020.10.13197/j.eeev.2020.05.187.zhangbw.019
- 吕洋 and 熊峰.Simplified procedures for seismic design verification and evaluation of lead rubber bearing base-isolated buildings based on free-vibration response.Structural Design of Tall and Special Buildings,29:e1751,2020.10.1002/tal.1751