Follow
CL Ning
CL Ning
Institute of Catastrophe Risk Management
Verified email at ntu.edu.sg
Title
Cited by
Cited by
Year
Probabilistic approach for estimating plastic hinge length of reinforced concrete columns
CL Ning, B Li
Journal of Structural Engineering 142 (3), 04015164, 2016
552016
The effect of amplitude scaling limits on conditional spectrum‐based ground motion selection
W Du, CL Ning, G Wang
Earthquake Engineering & Structural Dynamics 48 (9), 1030-1044, 2019
522019
Hysteretic model for shear-critical reinforced concrete columns
B Yu, C Ning, B Li
Journal of Structural Engineering 142 (9), 04016056, 2016
402016
Probabilistic durability assessment of concrete structures in marine environments: Reliability and sensitivity analysis
B Yu, C Ning, B Li
China Ocean Engineering 31 (1), 63-73, 2017
382017
Beam-column joint model for nonlinear analysis of non-seismically detailed reinforced concrete frame
CL Ning, B Yu, B Li
Journal of Earthquake Engineering 20 (3), 476-502, 2016
362016
An algorithm for selecting spatially correlated ground motions at multiple sites under scenario earthquakes
W Du, S Long, CL Ning
Journal of Earthquake Engineering 26 (1), 383-408, 2022
252022
A simplified approach to investigate the seismic ductility demand of shear-critical reinforced concrete columns based on experimental calibration
CL Ning, Y Cheng, XH Yu
Journal of Earthquake Engineering 25 (10), 1958-1980, 2021
252021
Probabilistic development of shear strength model for reinforced concrete squat walls
CL Ning, B Li
Earthquake Engineering & Structural Dynamics 46 (6), 877-897, 2017
242017
Influence of earthquake duration on structural collapse assessment using hazard-consistent ground motions for shallow crustal earthquakes
W Du, X Yu, CL Ning
Bulletin of Earthquake Engineering 18, 3005-3023, 2020
222020
Investigation of modeling strategies for progressive collapse analysis of RC frame structures
DC Feng, SC Xie, CL Ning, SX Liang
Journal of Performance of Constructed Facilities 33 (6), 04019063, 2019
222019
A practical approach to predict the hysteresis loop of reinforced concrete columns failing in different modes
CL Ning, LP Wang, W Du
Construction and Building Materials 218, 644-656, 2019
212019
Peak shear strength of flanged reinforced concrete squat walls
J Ma, CL Ning, B Li
Journal of Structural Engineering 146 (4), 04020037, 2020
182020
Modeling spatial cross-correlation of multiple ground motion intensity measures (SAs, PGA, PGV, Ia, CAV, and significant durations) based on principal component and …
W Du, CL Ning
Earthquake Spectra 37 (1), 486-504, 2021
142021
A regularized force-based Timoshenko fiber element including flexure-shear interaction for cyclic analysis of RC structures
DC Feng, G Wu, CL Ning
International Journal of Mechanical Sciences 160, 59-74, 2019
132019
Two-stage support vector machine method for failure mode classification of reinforcedconcrete columns
LI Qi-ming, YU Ze-cheng, YU Bo, N Chao-lie
工程力学 39 (2), 148-158, 2022
122022
Probabilistic indicator to classify the failure mode of reinforced-concrete columns
CL Ning, DC Feng
Magazine of Concrete Research 71 (14), 734-748, 2019
122019
An explicit solution for the effect of earthquake incidence angles on seismic ductility demand of structures using Bouc-Wen model
CL Ning, S Wang, Y Cheng
Soil Dynamics and Earthquake Engineering 153, 107085, 2022
102022
Analytical probabilistic model for shear strength prediction of reinforced concrete beams without shear reinforcement
CL Ning, B Li
Advances in Structural Engineering 21 (2), 171-184, 2018
82018
Biaxial hysteretic model for the characterization of quasi-static testing of shear-critical reinforced concrete columns
CL Ning, W Du, B Li
Advances in Structural Engineering 22 (2), 349-363, 2019
62019
A simplified framework for seismic fragility assessment of reinforced concrete columns under different failure patterns
CL Ning, LP Wang, Y Cheng, XH Yu
Journal of Earthquake Engineering 26 (9), 4635-4656, 2022
52022
The system can't perform the operation now. Try again later.
Articles 1–20