Syed Humayun Basha
Date of Birth:1987-03-19
Gender:Male
Education Level:博士研究生
Alma Mater:印度理工学院
Paper Publications
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Basha, S. H.*, Guo, Z. X., and Xie, X. Y. (2022). “Effect of Structural Bonding Patterns on Mechanical Characteristics of Clay Brick Masonry under Different Loadings using Digital Image Correlation Technique.” Journal of Materials in Civil Engineering, ASCE, 34(11), 04022302(20). .
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Xie, X. Y., Guo, Z. X.*, Basha, S. H. and Huang Q. X. (2022). "A novel shear strengthening of existing RC shear walls using steel wire mesh and polymer mortar." Buildings (Spl), 12(2), 219..
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Lu, Y., Guo, Z.*, Basha, S. H., and Liu, Y. (2022). “Performance of Steel Beams with Replaceable Buckling Restrained Steel Fuses under Cyclic Loading.” Journal of Constructional Steel Research, 194, 107310. .
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Yao, X., Guo, Z.*, Basha, S. H., and Huang, Q. (2021). “Innovative Seismic Strengthening of Historic Masonry Walls Using Polymer Mortar and Steel Strips.” Engineering Structures, 228, 111507.(专业权威期刊).
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Lu, Y., Guo, Z.*, Liu, Y., and Basha, S. H. (2021). “Performance of Prefabricated RC Column with Replaceable Column-Base Connection under Cyclic Lateral Loads.” Engineering Structures, 240, 112343.(专业权威期刊).
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Xu, L., Guo, Z.*, and Basha, S. H. (2021). “Compressive Behavior of Fabricated Coupled Composite Columns under Eccentric Loads.” Thin-Walled Structures, 160, 107385. .
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Jiang, Y. F, Guo, Z.*, Basha, S. H., and Chai, Z. L. (2021). “Sliding bed joint for seismic response control of ashlar stone masonry structures.” Engineering Structures, 244, 112734. (专业权威期刊).
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Miao, W., Ye, Y., Guo, Z.*, Basha, S.H. (2020). “Flexural Behavior of Stone Slabs Reinforced with Prestressed NSM Steel Wire Ropes.” Engineering Structures, 222, 111046. (专业权威期刊).
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Basha, S. H., and Kaushik, H. B.* (2020). “Empirical Models for Lateral Stiffness and Strength of Masonry Infilled RC Frames Considering the Influence of Openings.” Journal of Structural Engineering, ASCE, 146(4), 04020021. (结构工程领域顶级期刊).
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Basha, S. H., and Kaushik, H. B.* (2019). “Investigation on improving the shear behavior of columns in masonry infilled RC frames under lateral loads.” Bulletin of Earthquake Engineering, 17, 3995–4026. .