[1] Ma Chao, Li Kai, Lu Dechun, Xiaolei Li, Zhongxian Liu, Du Xiuli. Seismic fragility analysis of underground structures subjected to bi-directional ground motions based on the damage weight coefficients of components. Soil Dynamics and Earthquake Engineering. 2024, 178: 108437. DOI: 10.1016/j.soildyn.2023.108437.

[2] Ma Chao, Chi Jingwei, Zhou Shenghui, Kong Fanchao, Lu Dechun. Prediction on the Seismic Performance Limits of Reinforced Concrete Columns Based on Machine Learning Method. Soil Dynamics and Earthquake Engineering. 2024, 177: 108423. DOI: 10.1016/j.soildyn.2023.108423.

[3] Ma Chao, Li Kai, Gao Hui, Lu Dechun, Du Xiuli. Seismic performance of underground structures improved by using PET FRP retrofitting central columns. Tunnelling and Underground Space Technology. 2023, 142: 105435. DOI: /10.1016/j.tust.2023.105435.

[4] Ma Chao, Zhao Yuanqi, Dong Huihui, Lu Dechun, Du Xiuli. Comparative study on the seismic performance of subway stations using reinforced concrete cast-in-place columns and truncated columns. Soil Dynamics and Earthquake Engineering, 2023, 169: 107862. DOI: 10.1016/j.soildyn.2023.107862.

[5] Ma Chao, Gao Hui, Li Kai, Liao Weizhang, Wang Zuohu, Bai Yulei. Experimental study on seismic behavior of RC columns with high axial compression ratios retrofitted by large rupture strain fiber-reinforced polymer. Engineering Structures, 2023, 277: 115448. DOI: 10.1016/j.engstruct.2022.115448

[6] Ma Chao, Lu Dechun, Gao Hui, Du Xiuli, Qi Chengzhi. Seismic performance improvement of underground frame structures by changing connection type between sidewalls and slab. Soil Dynamics and Earthquake Engineering, 2021, 149: 106851. DOI: 10.1016/j.soildyn.2021.106851

[7] Ma Chao, Lu Dechun, Du Xiuli, Qi Chengzhi, Zhang Xiangyang. Structural components functionalities and failure mechanism of rectangular underground structures during earthquakes. Soil Dynamics and Earthquake Engineering, 2019, 119: 265-280. Doi: 10.1016/j.soildyn.2019.01.017

[8] Ma Chao, Lu Dechun, Du Xiuli. Seismic performance upgrading for underground structures by introducing sliding isolation bearings. Tunnelling and Underground Space Technology, 2018, 74: 1-9. DOI: 10.1016/j.tust.2018.01.007

[9] Ma Chao, Lu Dechun, Du Xiuli, Qi Chengzhi. Effect of buried depth on seismic response of rectangular underground structures considering the influence of ground loss. Soil Dynamics and Earthquake Engineering, 2018, 106: 278-297. Doi: org/10.1016/j.soildyn.2017.12.021

[10] Ma Chao, Lu Dechun, Du Xiuli, Zhou Annan. Developing a 3D elastoplastic constitutive model for soils: A new approach based on characteristic stress. Computers and Geotechnics, 2017, 86: 129-140. Doi: org/10.1016/j.compgeo.2017.01.00