Year |
Citation |
Score |
2020 |
Bai R, Hajjar JF, Liu S, Chan S. A mixed-field Timoshenko beam-column element for direct analysis of tapered I-sections members Journal of Constructional Steel Research. 172: 106157. DOI: 10.1016/J.Jcsr.2020.106157 |
0.509 |
|
2020 |
Zhao L, Yu Z, Liu Y, He J, Chan S, Zhao S. Numerical simulation of responses of flexible rockfall barriers under impact loading at different positions Journal of Constructional Steel Research. 167: 105953. DOI: 10.1016/J.Jcsr.2020.105953 |
0.355 |
|
2020 |
Bai R, Gao W, Liu S, Chan S. Innovative high-order beam-column element for geometrically nonlinear analysis with one-element-per-member modelling method Structures. 24: 542-552. DOI: 10.1016/J.Istruc.2020.01.036 |
0.521 |
|
2019 |
Tang Y, Liu Y, Chan S, Du E. An innovative co-rotational pointwise equilibrating polynomial element based on Timoshenko beam theory for second-order analysis Thin-Walled Structures. 141: 15-27. DOI: 10.1016/J.Tws.2019.04.001 |
0.457 |
|
2019 |
Du Z, Liu Y, He J, Chan S. Direct analysis method for noncompact and slender concrete-filled steel tube members Thin-Walled Structures. 135: 173-184. DOI: 10.1016/J.Tws.2018.11.007 |
0.365 |
|
2019 |
Chen L, Liu S, Lau C, Chan S. Nonlinear finite-element-analysis and design of steel-concrete composite ring (SCCR) joints Journal of Constructional Steel Research. 161: 400-415. DOI: 10.1016/J.Jcsr.2019.07.012 |
0.388 |
|
2019 |
Du Z, Liu Y, Chan S. A practical analytical model for special concentrically braced frames Journal of Constructional Steel Research. 155: 219-232. DOI: 10.1016/J.Jcsr.2018.12.027 |
0.448 |
|
2019 |
Abdelrahman AHA, Du Z, Liu Y, Chan S. Stability design of single angle member using effective stress-strain method Structures. 20: 298-308. DOI: 10.1016/J.Istruc.2019.04.013 |
0.471 |
|
2019 |
Du Z, Ding Z, Liu Y, Chan S. Advanced flexibility-based beam-column element allowing for shear deformation and initial imperfection for direct analysis Engineering Structures. 199: 109586. DOI: 10.1016/J.Engstruct.2019.109586 |
0.5 |
|
2019 |
Bai R, Liu S, Liu Y, Chan S. Direct analysis of tapered-I-section columns by one-element-per-member models with the appropriate geometric-imperfections Engineering Structures. 183: 907-921. DOI: 10.1016/J.Engstruct.2019.01.021 |
0.487 |
|
2018 |
Bai R, Liu S, Chan S. Modal and Elastic Time-History Analysis of Frames with Tapered Sections by Non-Prismatic Elements International Journal of Structural Stability and Dynamics. 18: 1850106. DOI: 10.1142/S0219455418501067 |
0.342 |
|
2018 |
Hussain A, Liu Y, Chan S. Finite Element Modeling and Design of Single Angle Member Under Bi-axial Bending Structures. 16: 373-389. DOI: 10.1016/J.Istruc.2018.11.001 |
0.4 |
|
2018 |
Bai R, Liu S, Chan S. Finite-element implementation for nonlinear static and dynamic frame analysis of tapered members Engineering Structures. 172: 358-381. DOI: 10.1016/J.Engstruct.2018.05.088 |
0.464 |
|
2017 |
Peng J, Ho C, Chan S, Chen W. Stability study on structural systems assembled by system scaffolds Journal of Constructional Steel Research. 137: 135-151. DOI: 10.1016/J.Jcsr.2017.06.004 |
0.304 |
|
2017 |
Liu S, Chan T, Chan S, So DK. Direct analysis of high-strength concrete-filled-tubular columns with circular & octagonal sections Journal of Constructional Steel Research. 129: 301-314. DOI: 10.1016/J.Jcsr.2016.11.023 |
0.345 |
|
2017 |
Du Z, Liu Y, Chan S. A second-order flexibility-based beam-column element with member imperfection Engineering Structures. 143: 410-426. DOI: 10.1016/J.Engstruct.2017.04.023 |
0.415 |
|
2016 |
Liu SW, Bai R, Chan SL, Liu YP. Second-Order Direct Analysis of Domelike Structures Consisting of Tapered Members with I-Sections Journal of Structural Engineering (United States). 142. DOI: 10.1061/(Asce)St.1943-541X.0001464 |
0.411 |
|
2016 |
Li TJ, Liu SW, Li GQ, Chan SL, Wang YB. Behavior of Q690 high-strength steel columns: Part 2: Parametric study and design recommendations Journal of Constructional Steel Research. 122: 379-394. DOI: 10.1016/J.Jcsr.2016.03.027 |
0.309 |
|
2016 |
Liu S, Bai R, Chan S. Dynamic Time-history Elastic Analysis of Steel Frames Using One Element per Member Structures. 8: 300-309. DOI: 10.1016/J.Istruc.2016.05.006 |
0.393 |
|
2016 |
Liu S, Bai R, Chan S. Second-order analysis of non-prismatic steel members by tapered beam–column elements Structures. 6: 108-118. DOI: 10.1016/J.Istruc.2016.02.006 |
0.382 |
|
2015 |
Kavikondala S, Stewart SM, Ni MY, Chan BH, Lee PH, Li KK, McDowell I, Johnston JM, Chan SS, Lam TH, Lam WW, Fielding R, Leung GM. Structure and Validity of Family Harmony Scale: An Instrument for Measuring Harmony. Psychological Assessment. PMID 26146946 DOI: 10.1037/Pas0000131 |
0.615 |
|
2015 |
Leung GM, Ni MY, Wong PT, Lee PH, Chan BH, Stewart SM, Schooling CM, Johnston JM, Lam WW, Chan SS, McDowell I, Pang H, Fielding R, Lam TH. Cohort Profile: FAMILY Cohort. International Journal of Epidemiology. PMID 25617647 DOI: 10.1093/Ije/Dyu257 |
0.608 |
|
2015 |
Bai R, Chan SL, Hao JP. Improved design of extended end-plate connection allowing for prying effects Journal of Constructional Steel Research. 113: 13-27. DOI: 10.1016/J.Jcsr.2015.05.008 |
0.33 |
|
2015 |
Li TJ, Liu SW, Chan SL. Direct analysis for high-strength steel frames with explicit-model of residual stresses Engineering Structures. 100: 342-355. DOI: 10.1016/J.Engstruct.2015.06.008 |
0.32 |
|
2014 |
Liu S, Liu Y, Chan S. Direct analysis by an arbitrarily-located-plastic-hinge element — Part 2: Spatial analysis Journal of Constructional Steel Research. 103: 303-315. DOI: 10.1016/J.Jcsr.2014.07.009 |
0.399 |
|
2012 |
Liu S, Liu Y, Chan S. Advanced analysis of hybrid steel and concrete frames: Part 1: Cross-section analysis technique and second-order analysis Journal of Constructional Steel Research. 70: 326-336. DOI: 10.1016/J.Jcsr.2011.09.003 |
0.349 |
|
2012 |
Liu S, Liu Y, Chan S. Advanced analysis of hybrid steel and concrete frames: Part 2: Refined plastic hinge and advanced analysis Journal of Constructional Steel Research. 70: 337-349. DOI: 10.1016/J.Jcsr.2011.09.002 |
0.334 |
|
2010 |
Chan YK, Iu CK, Chan S, Albermani F. Performance-based structural fire design of steel frames using conventional computer software Steel and Composite Structures. 10: 207-222. DOI: 10.12989/Scs.2010.10.3.207 |
0.36 |
|
2010 |
Chan S, Liu Y, Lee A. Nonlinear analysis of pre-tensioned glass wall facade by stability function with initial imperfection Frontiers of Structural and Civil Engineering. 4: 376-382. DOI: 10.1007/S11709-010-0086-2 |
0.308 |
|
2009 |
Liu Y, Chan S. Semi-empirical design of complex metal beams by buckling analysis The Ies Journal Part a: Civil & Structural Engineering. 2: 85-96. DOI: 10.1080/19373260802636976 |
0.36 |
|
2009 |
Fong M, Cho SH, Chan SL. Design of angle trusses by codes and second-order analysis with experimental verification Journal of Constructional Steel Research. 65: 2140-2147. DOI: 10.1016/J.Jcsr.2009.07.001 |
0.303 |
|
2006 |
Lam TH, Chan BH, Chan SK, Leung GM, Ho SY, Chan WM. A prospective study of stage of change for general health promotion action and health-related lifestyle practices among Chinese adults. Social Science & Medicine (1982). 63: 1846-56. PMID 16828214 DOI: 10.1016/j.socscimed.2006.04.028 |
0.591 |
|
2005 |
Gu J, Chan S. A refined finite element formulation for flexural and torsional buckling of beam-columns with finite rotations Engineering Structures. 27: 749-759. DOI: 10.1016/J.Engstruct.2004.12.011 |
0.676 |
|
2004 |
Zhou ZH, Chan SL. Elastoplastic and large deflection analysis of steel frames by one element per member. I: One hinge along member Journal of Structural Engineering. 130: 538-544. DOI: 10.1061/(Asce)0733-9445(2004)130:4(538) |
0.4 |
|
2004 |
Li J, Chan S. An integrated analysis of membrane structures with flexible supporting frames Finite Elements in Analysis and Design. 40: 529-540. DOI: 10.1016/S0168-874X(03)00076-3 |
0.325 |
|
2003 |
Li J, Li G, Chan S. A second-order inelastic model for steel frames of tapered members with slender web Engineering Structures. 25: 1033-1043. DOI: 10.1016/S0141-0296(03)00043-9 |
0.348 |
|
2002 |
Chan S, Shu G, Lü Z. Stability analysis and parametric study of pre-stressed stayed columns Engineering Structures. 24: 115-124. DOI: 10.1016/S0141-0296(01)00026-8 |
0.359 |
|
2000 |
Chan S, Gu J. Exact Tangent Stiffness for Imperfect Beam-Column Members Journal of Structural Engineering-Asce. 126: 1094-1102. DOI: 10.1061/(Asce)0733-9445(2000)126:9(1094) |
0.681 |
|
2000 |
Chan S, Zhou Z. Non-linear integrated design and analysis of skeletal structures by 1 element per member Engineering Structures. 22: 246-257. DOI: 10.1016/S0141-0296(98)00090-X |
0.393 |
|
1998 |
Chan S, Zhou Z. On the development of a robust element for second-order `non-linear integrated design and analysis (nida)' Journal of Constructional Steel Research. 47: 169-190. DOI: 10.1016/S0143-974X(98)80107-7 |
0.407 |
|
1997 |
Chan S, Chui PP. A generalized design-based elastoplastic analysis of steel frames by section assemblage concept Engineering Structures. 19: 628-636. DOI: 10.1016/S0141-0296(96)00138-1 |
0.33 |
|
Show low-probability matches. |