Hysteretic performances of prestressed concrete-filled steel tubular columns under complex loading conditions
|更新时间:2026-01-29
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Hysteretic performances of prestressed concrete-filled steel tubular columns under complex loading conditions
“In the field of wind power tower structures, experts have revealed the stress performance of prestressed steel reinforced concrete columns under complex loads through experiments, providing new ideas for solving tower component design problems.”
Journal of Civil and Environmental EngineeringPages: 1-10(2026)
作者机构:
1.中广核风电有限公司,北京 100070
2.金风科技股份有限公司,北京 100176
3.重庆大学 土木工程学院,重庆 400045
作者简介:
WU gang (1983- ), senior engineer, main research interests: steel–concrete composite structures and wind turbine structures,E-mail: 157273697@qq.com.
LIU Yusen (corresponding author), PhD, E-mail: liuyusen_mail@163.com.
基金信息:
National Key Research and Development Program(2024YFF0505400);Chongqing Science and Technology Bureau(2024NSCQ-JQX0096)