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Ma Chao
Ma Chao
Prof. of Beijing University of Civil Engineering and Architecture, Beijing University of Technology
bucea.edu.cn의 이메일 확인됨
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Fractional elastoplastic constitutive model for soils based on a novel 3D fractional plastic flow rule
D Lu, J Liang, X Du, C Ma, Z Gao
Computers and Geotechnics 105, 277-290, 2019
1722019
Seismic performance upgrading for underground structures by introducing sliding isolation bearings
C Ma, D Lu, X Du
Tunnelling and Underground Space Technology 74, 1-9, 2018
1202018
Structural components functionalities and failure mechanism of rectangular underground structures during earthquakes
C Ma, DC Lu, XL Du, CZ Qi, XY Zhang
Soil Dynamics and Earthquake Engineering 119, 265-280, 2019
1032019
Effect of buried depth on seismic response of rectangular underground structures considering the influence of ground loss
C Ma, D Lu, X Du, C Qi
Soil dynamics and earthquake engineering 106, 278-297, 2018
942018
Development of a new nonlinear unified strength theory for geomaterials based on the characteristic stress concept
D Lu, C Ma, X Du, L Jin, Q Gong
International Journal of Geomechanics 17 (2), 04016058, 2017
912017
Developing a 3D elastoplastic constitutive model for soils: a new approach based on characteristic stress
C Ma, D Lu, X Du, A Zhou
Computers and Geotechnics 86, 129-140, 2017
522017
Semi-analytical analysis of static and dynamic responses for laminated magneto-electro-elastic plates
P Zhang, C Qi, H Fang, C Ma, Y Huang
Composite Structures 222, 110933, 2019
392019
A simple single bounding surface model for undrained cyclic behaviours of saturated clays and its numerical implementation
X Cheng, X Du, D Lu, C Ma, P Wang
Soil Dynamics and Earthquake Engineering 139, 106389, 2020
372020
A novel segmental cored column for upgrading the seismic performance of underground frame structures
D Lu, C Wu, C Ma, X Du, MH El Naggar
Soil Dynamics and Earthquake Engineering 131, 106011, 2020
352020
Non-orthogonal elastoplastic constitutive model for sand with dilatancy
J Liang, D Lu, X Du, W Wu, C Ma
Computers and Geotechnics 118, 103329, 2020
322020
Evaluation of strength and failure of brittle rock containing initial cracks under lithospheric conditions
X Li, C Qi, Z Shao, C Ma
Acta Geophysica 66, 141-152, 2018
272018
Large scale experimental study on bond behavior between polymer modified cement mortar layer and concrete
W Liao, H Wang, M Li, C Ma, B Wang
Construction and Building Materials 228, 116751, 2019
252019
An elasto-plastic damage model for rocks based on a new nonlinear strength criterion
J Huang, M Zhao, X Du, F Dai, C Ma, J Liu
Rock Mechanics and Rock Engineering 51, 1413-1429, 2018
242018
Seismic performance improvement of underground frame structures by changing connection type between sidewalls and slab
C Ma, D Lu, H Gao, X Du, C Qi
Soil Dynamics and Earthquake Engineering 149, 106851, 2021
212021
Nonlinear unified strength model of geomaterials
D Xiuli, MA Chao, L Dechun
Chinese Journal of Theoretical and Applied Mechanics 46 (3), 389-397, 2014
192014
A new method for the evaluation of the ultimate seismic capacity of rectangular underground structures
D Lu, C Ma, X Du, X Wang
Soil Dynamics and Earthquake Engineering 126, 105776, 2019
172019
Dynamic analysis of tripod pile foundation in clays for offshore wind turbines
X Cheng, M Li, C Ma, MH El Naggar, P Wang, X Sun
Ocean Engineering 287, 115832, 2023
152023
Upgrading seismic performance of underground frame structures based on potential failure modes
C Wu, D Lu, MH El Naggar, C Ma, Q Li, X Du
Soil Dynamics and Earthquake Engineering 153, 107116, 2022
152022
Seismic damage evaluation of CFRP-strengthened columns in subway stations
C Ma, ZH Wang, DC Lu, X Du
Chin. J. Geotech. Eng 42 (12), 2249-2256, 2020
142020
Crack velocity-and strain rate-dependent dynamic compressive responses in brittle solids
X Li, C Ma, C Qi, Z Shao
Theoretical and Applied Fracture Mechanics 105, 102420, 2020
132020
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학술자료 1–20