Jian-Hong Wan
Current Organizations / Institutes
The organizations/institutes from the scholar's latest article
Jian-Hong Wan has a total of 8 co-authors. Here are the top co-authors by number of shared publications:
Jinsong Huang
1 shared publicationJinzheng Hu
1 shared publication- Rui Bai
School of Civil Engineering, Sun Yat-sen University, Zhuhai 519000, China
1 shared publication - Shui-Hua Jiang
Nanchang Univ
1 shared publication - Si-Wei Liu
Department of Civil and Environmental Engineering, The Hong Kong Polytechnic University, Hong Kong, China
1 shared publication - Xueyou Li
State Key Laboratory for Tunnel Engineering & School of Civil Engineering Sun Yat‐Sen University & Southern Marine Science and Engineering Guangdong Laboratory (Zhuhai) Zhuhai Guangdong P. R. China
1 shared publication
Latest Publications
- 1 January 2025
- Published by Editorial Office of Earth Science in Earth Science-Journal of China University of Geosciences
- Vol. 50 (6) , 2255-2269
边坡场地勘探方案预期效果评价及优化方法
《地球科学》(ISSN 1000-2383;CN42-1874/P) (原刊名《地球科学——中国地质大学学报》ISSN 1000-2383;CN42-1233/P),创刊于1957年,是由教育部主管、中国地质大学主办的综合性地学学术理论期刊,月刊,2015年改名为《地球科学》,她以反映中国地质大学教学与科研最新的、高水平的基础地质、应用地质、资源与环境地质及地学工程技术研究成果为主要任务。
- 1 January 2025
- Published by Editorial Office of Earth Science in Earth Science-Journal of China University of Geosciences
- Vol. 50 (6) , 2255-2269
边坡场地勘探方案预期效果评价及优化方法
《地球科学》(ISSN 1000-2383;CN42-1874/P) (原刊名《地球科学——中国地质大学学报》ISSN 1000-2383;CN42-1233/P),创刊于1957年,是由教育部主管、中国地质大学主办的综合性地学学术理论期刊,月刊,2015年改名为《地球科学》,她以反映中国地质大学教学与科研最新的、高水平的基础地质、应用地质、资源与环境地质及地学工程技术研究成果为主要任务。
- Open Access
- 16 March 2023
- Published by MDPI AG in Journal of Marine Science and Engineering
- Vol. 11 (3) , 628
Natural Frequency Analysis of Monopile Supported Offshore Wind Turbines Using Unified Beam-Column Element Model
Assessment of the natural frequency of the offshore wind turbine (OWT) system is a critical task in design to avoid resonance. The natural frequency of the monopile supported OWT may change during operation and needs to be calculated regularly. Conventional numerical methods separately model different components of the OWT system using various element types, which require tedious data manipulations and are inefficient to assess the changing natural frequency of the monopile supported OWTs. This paper develops a unified beam-column element by directly integrating the soil-pile interactions in element formulation. The proposed method is applicable for different components of the OWT system, including the rotor, the tower, the transition piece, and the monopile foundation, which enables an integrated and efficient OWT analysis by using only one type of element. The pile-soil interactions are directly considered in the element formulation. The tedious soil spring elements are avoided. Definitions and formulations of the proposed element are provided and the numerical solution procedure for the natural frequency analysis of OWTs is illustrated. The accuracy of the proposed element is validated against several closed-form solutions and the distributed spring model. The proposed method is also applied to analyze the natural frequencies of six OWTs in practice. The calculated results are consistent with the field measured data.
- 16 March 2023
- Published by MDPI AG in Journal of Marine Science and Engineering
- Vol. 11 (3) , 628
Open AccessNatural Frequency Analysis of Monopile Supported Offshore Wind Turbines Using Unified Beam-Column Element Model
Assessment of the natural frequency of the offshore wind turbine (OWT) system is a critical task in design to avoid resonance. The natural frequency of the monopile supported OWT may change during operation and needs to be calculated regularly. Conventional numerical methods separately model different components of the OWT system using various element types, which require tedious data manipulations and are inefficient to assess the changing natural frequency of the monopile supported OWTs. This paper develops a unified beam-column element by directly integrating the soil-pile interactions in element formulation. The proposed method is applicable for different components of the OWT system, including the rotor, the tower, the transition piece, and the monopile foundation, which enables an integrated and efficient OWT analysis by using only one type of element. The pile-soil interactions are directly considered in the element formulation. The tedious soil spring elements are avoided. Definitions and formulations of the proposed element are provided and the numerical solution procedure for the natural frequency analysis of OWTs is illustrated. The accuracy of the proposed element is validated against several closed-form solutions and the distributed spring model. The proposed method is also applied to analyze the natural frequencies of six OWTs in practice. The calculated results are consistent with the field measured data.