Year |
Citation |
Score |
2020 |
Xiao S, Li J, Mo Y. Dynamic behaviours of reinforced concrete columns under cyclic loading with variable rates Advances in Structural Engineering. 23: 779-793. DOI: 10.1177/1369433219881753 |
0.431 |
|
2020 |
Nie X, Wang J, Tao M, Fan J, Mo YL, Zhang Z. Experimental Study of Shear-Critical Reinforced-Concrete Shear Walls under Tension-Bending Shear-Combined Cyclic Load Journal of Structural Engineering-Asce. 146: 4020047. DOI: 10.1061/(Asce)St.1943-541X.0002596 |
0.489 |
|
2020 |
Zhou T, Roy SS, Wang J, Nie X, Chen H, Mo YL. Parametric Study on the Structural Behavior and Failure Mechanism of Skewed Inverted-T Bent Caps Journal of Bridge Engineering. 25: 4020092. DOI: 10.1061/(Asce)Be.1943-5592.0001629 |
0.308 |
|
2020 |
Zhao C, Yu N, Peng T, Lippolis V, Corona A, Mo YL. Study on the dynamic behavior of isolated AP1000 NIB under mainshock-aftershock sequences Progress in Nuclear Energy. 119: 103144. DOI: 10.1016/J.Pnucene.2019.103144 |
0.356 |
|
2020 |
Zhao C, Yu N, Mo YL. Seismic fragility analysis of AP1000 SB considering fluid-structure interaction effects Structures. 23: 103-110. DOI: 10.1016/J.Istruc.2019.11.003 |
0.382 |
|
2020 |
Zhao C, Yu N, Oz Y, Wang J, Mo YL. Seismic fragility analysis of nuclear power plant structure under far-field ground motions Engineering Structures. 219: 110890. DOI: 10.1016/J.Engstruct.2020.110890 |
0.412 |
|
2020 |
Liu C, Yang Y, Wang J, Fan J, Tao M, Mo YL. Biaxial reinforced concrete constitutive models for implicit and explicit solvers with reduced mesh sensitivity Engineering Structures. 219: 110880. DOI: 10.1016/J.Engstruct.2020.110880 |
0.486 |
|
2020 |
Zhao C, Yu N, Peng T, Gautam A, Mo YL. Vulnerability assessment of AP1000 NPP under mainshock-aftershock sequences Engineering Structures. 208: 110348. DOI: 10.1016/J.Engstruct.2020.110348 |
0.361 |
|
2020 |
Masud M, Chen H, Sawab J, Huang H, Xu B, Mo YL, Hsu TTC. Performance of non-contact lap splices in geometrically dissimilar bridge column to drilled shaft connections Engineering Structures. 209: 110000. DOI: 10.1016/J.Engstruct.2019.110000 |
0.419 |
|
2020 |
Chen H, Xu B, Wang J, Zhou T, Nie X, Mo YL. Parametric analysis on compressive strain rate effect of concrete using mesoscale modeling approach Construction and Building Materials. 246: 118375. DOI: 10.1016/J.Conbuildmat.2020.118375 |
0.48 |
|
2020 |
Zhao C, Ye X, Gautam A, Lu X, Mo YL. Simplified theoretical analysis and numerical study on the dynamic behavior of FCP under blast loads Frontiers of Structural and Civil Engineering. 14: 983-997. DOI: 10.1007/S11709-020-0633-4 |
0.518 |
|
2019 |
Chen H, Xu B, Wang J, Luan L, Zhou T, Nie X, Mo YL. Interfacial Debonding Detection for Rectangular CFST Using the MASW Method and Its Physical Mechanism Analysis at the Meso-Level. Sensors (Basel, Switzerland). 19. PMID 31226855 DOI: 10.3390/S19122778 |
0.325 |
|
2019 |
Shen K, Wan S, Mo Y, Li X. A softened membrane model for prestressed concrete composite box girders with corrugated steel webs under pure torsion Advances in Structural Engineering. 22: 384-401. DOI: 10.1177/1369433218788597 |
0.489 |
|
2019 |
Yu N, Zhao C, Peng T, Huang H, Roy SS, Mo YL. Numerical investigation of AP1000 NIB under mainshock-aftershock earthquakes Progress in Nuclear Energy. 117: 103096. DOI: 10.1016/J.Pnucene.2019.103096 |
0.417 |
|
2019 |
Zhao C, Wang Q, Lu X, Huang X, Mo YL. Blast resistance of small-scale RCS in experimental test and numerical analysis Engineering Structures. 199: 109610. DOI: 10.1016/J.Engstruct.2019.109610 |
0.47 |
|
2019 |
Zhao C, Lu X, Wang Q, Gautam A, Wang J, Mo YL. Experimental and numerical investigation of steel-concrete (SC) slabs under contact blast loading Engineering Structures. 196: 109337. DOI: 10.1016/J.Engstruct.2019.109337 |
0.547 |
|
2019 |
Chen H, Masud M, Sawab J, Huang HW, Xu B, Mo YL, Hsu TTC. Parametric study on the non-contact splices at drilled shaft to bridge column interface based on multiscale modeling approach Engineering Structures. 180: 400-418. DOI: 10.1016/J.Engstruct.2018.11.054 |
0.449 |
|
2019 |
Xu J, Diao B, Guo Q, Ye Y, Mo YL, Chen H. Interaction of bending, shear and torsion in U-shaped thin-walled RC girders Engineering Structures. 179: 655-669. DOI: 10.1016/J.Engstruct.2018.11.011 |
0.471 |
|
2019 |
Luu HC, Mo YL, Hsu TTC, Wu CL. FE simulation of cylindrical RC containment structures under reserved cyclic loading Engineering Structures. 179: 255-267. DOI: 10.1016/J.Engstruct.2018.10.050 |
0.457 |
|
2018 |
Chen H, Xu B, Mo Y, Zhou T. Multi-Scale Stress Wave Simulation for Aggregates Segregation Detection of Concrete Core in Circular CFST Coupled with PZT Patches. Materials (Basel, Switzerland). 11. PMID 30018191 DOI: 10.3390/Ma11071223 |
0.411 |
|
2018 |
Shen K, Wan S, Mo YL, Jiang Z, Li X. Behavior of single-box multi-cell box-girders with corrugated steel webs under pure torsion. Part II: Theoretical model and analysis Thin-Walled Structures. 129: 558-572. DOI: 10.1016/J.Tws.2017.12.023 |
0.489 |
|
2018 |
Chen H, Masud M, Sawab J, Huang H, Xu B, Mo YL, Hsu TTC. Multiscale analysis of non-contact splices at drilled shaft to bridge column interface Engineering Structures. 176: 28-40. DOI: 10.1016/J.Engstruct.2018.08.085 |
0.462 |
|
2018 |
Shen K, Wan S, Mo YL, Li X, Song A. A softened membrane model for composite box-girders with corrugated steel webs under pure torsion Engineering Structures. 173: 357-371. DOI: 10.1016/J.Engstruct.2018.07.021 |
0.502 |
|
2018 |
Ding R, Tao M, Nie X, Mo YL. Analytical model for seismic simulation of reinforced concrete coupled shear walls Engineering Structures. 168: 819-837. DOI: 10.1016/J.Engstruct.2018.05.003 |
0.489 |
|
2018 |
Chen H, Xu B, Mo YL, Zhou T. Behavior of meso-scale heterogeneous concrete under uniaxial tensile and compressive loadings Construction and Building Materials. 178: 418-431. DOI: 10.1016/J.Conbuildmat.2018.05.052 |
0.481 |
|
2018 |
Shen K, Wan S, Mo YL, Jiang Z. Theoretical analysis on full torsional behavior of RC beams strengthened with FRP materials Composite Structures. 183: 347-357. DOI: 10.1016/J.Compstruct.2017.03.084 |
0.468 |
|
2017 |
Nie X, Yang Y, Fan J, Mo YL, Nie J. Experimental Study on Steel Jacket–Concrete Composite Connections Journal of Bridge Engineering. 22: 4016138. DOI: 10.1061/(Asce)Be.1943-5592.0001007 |
0.473 |
|
2017 |
Ding R, Tao M, Nie X, Mo YL. Fiber beam-column model for diagonally reinforced concrete coupling beams incorporating shear and reinforcement slip effects Engineering Structures. 153: 191-204. DOI: 10.1016/J.Engstruct.2017.10.035 |
0.493 |
|
2017 |
Mo YL, Luu CH, Nie X, Tseng CC, Hwang SJ. Seismic performance of a two-story unsymmetrical reinforced concrete building under reversed cyclic bi-directional loading Engineering Structures. 145: 333-347. DOI: 10.1016/J.Engstruct.2017.05.010 |
0.495 |
|
2017 |
Luu CH, Mo YL, Hsu TTC. Development of CSMM-based shell element for reinforced concrete structures Engineering Structures. 132: 778-790. DOI: 10.1016/J.Engstruct.2016.11.064 |
0.471 |
|
2016 |
Tan S, Luu CH, Mo YL, Hsu TTC, Belarbi A. Structural behavior of thin prestressed slab beams in bridges Aci Structural Journal. 113: 287-299. DOI: 10.14359/51688196 |
0.502 |
|
2016 |
Ding R, Tao MX, Nie JG, Mo YL. Shear deformation and sliding-based fiber beam-column model for seismic analysis of reinforced concrete coupling beams Journal of Structural Engineering (United States). 142. DOI: 10.1061/(Asce)St.1943-541X.0001478 |
0.527 |
|
2015 |
Tadepalli PR, Dhonde HB, Mo YL, Hsu TTC, Martí-Vargas JR. Discussion: Shear behaviour of prestressed steel fibre concrete box-beams Magazine of Concrete Research. 67: 215-216. DOI: 10.1680/Macr.14.00257 |
0.454 |
|
2015 |
Sun J, Xiong Y, Chang P, Mo YL. Damage analysis of multi-ribbed wall structures under monotonic lateral loads Engineering Structures. 89: 37-48. DOI: 10.1016/J.Engstruct.2015.02.002 |
0.471 |
|
2014 |
Tadepalli PR, Dhonde HB, Mo YL, Hsu TTC. Shear behaviour of prestressed steel fibre concrete box-beams Magazine of Concrete Research. 66: 90-105. DOI: 10.1680/Macr.13.00101 |
0.476 |
|
2014 |
Li M, Luu HC, Wu C, Mo YL, Hsu TTC. Seismic performance of reinforced engineered cementitious composite shear walls Earthquakes and Structures. 7: 691-704. DOI: 10.12989/Eas.2014.7.5.691 |
0.414 |
|
2014 |
Laskar A, Lu L, Qin F, Mo YL, Hsu TTC, Lu X, Fan F. Constitutive models of concrete structuressubjected to seismic shear Earthquakes and Structures. 7: 627-645. DOI: 10.12989/Eas.2014.7.5.627 |
0.57 |
|
2014 |
Sun J, Jia Y, Mo YL. Evaluation of elastic properties and lateral stiffness of multi-ribbed walls based on equivalent elastic model Engineering Structures. 72: 92-101. DOI: 10.1016/J.Engstruct.2014.04.014 |
0.439 |
|
2013 |
Tadepalli PR, Mo YL, Hsu TTC. Mechanical properties of steel fibre concrete Magazine of Concrete Research. 65: 462-474. DOI: 10.1680/Macr.12.00077 |
0.47 |
|
2006 |
Mo YL, Fan Y. Torsional Design of Hybrid Concrete Box Girders Journal of Bridge Engineering. 11: 329-339. DOI: 10.1061/(Asce)1084-0702(2006)11:3(329) |
0.474 |
|
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