| Year |
Citation |
Score |
| 2020 |
Mogili S, Kuang JS, Hwang S. Predicting Shear Strength of Reinforced Concrete Knee Joints in Closing and Opening Actions Journal of Structural Engineering-Asce. 146: 4020101. DOI: 10.1061/(Asce)St.1943-541X.0002633 |
0.419 |
|
| 2020 |
Huang RYC, Kuang JS. Predicting Strength of Exterior Wide Beam-Column Joints for Seismic Resistance Journal of Structural Engineering-Asce. 146: 4019209. DOI: 10.1061/(Asce)St.1943-541X.0002488 |
0.454 |
|
| 2020 |
Liu Y, Kuang JS, Huang Q, Gu Z, Wang X. Spectrum-based pushover analysis for the quick seismic demand estimation of reinforced concrete shear walls Structures. 27: 1490-1500. DOI: 10.1016/J.Istruc.2020.07.040 |
0.481 |
|
| 2020 |
Liu Y, Kuang JS, Yuen TYP. Modal-based ground motion selection procedure for nonlinear response time history analysis of high-rise buildings Earthquake Engineering & Structural Dynamics. 49: 95-110. DOI: 10.1002/Eqe.3232 |
0.307 |
|
| 2019 |
Huang RYC, Kuang JS, Mogili S. Effect of Joint Hoops on Seismic Behavior of Wide Beam-Column Joints Aci Structural Journal. 116: 131-142. DOI: 10.14359/51718006 |
0.397 |
|
| 2019 |
Wang X, Kuang JS. Effect of Limited Tension Stiffening in Reinforced Concrete Elements under Cyclic Loads Aci Structural Journal. 116: 143-152. DOI: 10.14359/51716802 |
0.41 |
|
| 2019 |
Wang X, Kuang JS. Effect of Limited Tension Stiffening on Behavior of Reinforced Concrete Panels in Shear Aci Structural Journal. 116: 147-157. DOI: 10.14359/51711140 |
0.398 |
|
| 2019 |
Mogili S, Kuang JS. Reversed cyclic performance of reinforced concrete knee joints under variable closing and opening stresses Engineering Structures. 178: 116-127. DOI: 10.1016/J.Engstruct.2018.10.025 |
0.438 |
|
| 2019 |
Mogili S, Kuang JS, Huang RYC. Effects of Beam-column Geometry and Eccentricity on Seismic Behaviour of RC Beam-column Knee Joints Bulletin of Earthquake Engineering. 17: 2671-2686. DOI: 10.1007/S10518-019-00562-Y |
0.426 |
|
| 2019 |
Liu Y, Kuang JS. Estimating seismic demands of singly symmetric buildings by spectrum-based pushover analysis Bulletin of Earthquake Engineering. 17: 2093-2113. DOI: 10.1007/S10518-018-00534-8 |
0.434 |
|
| 2018 |
Behnam H, Kuang JS, Abdouka K. Effect of post-tensioned spandrel beam on wide beam–column connections Magazine of Concrete Research. 70: 28-41. DOI: 10.1680/Jmacr.17.00071 |
0.434 |
|
| 2018 |
Liu Y, Kuang J, Chan B. Flexural behaviour of fibre-reinforced polymer–aluminium sandwich curtain walls: Journal of Sandwich Structures and Materials. 20: 1. DOI: 10.1177/1099636216681193 |
0.383 |
|
| 2018 |
Huang RYC, Kuang JS, Behnam H. Shear Strength of Exterior Wide Beam-Column Joints with Different Beam Reinforcement Ratios Journal of Earthquake Engineering. 1-23. DOI: 10.1080/13632469.2018.1545711 |
0.439 |
|
| 2018 |
Behnam H, Kuang JS. Exterior RC Wide Beam–Column Connections: Effect of Spandrel Beam on Seismic Behavior Journal of Structural Engineering-Asce. 144: 4018013. DOI: 10.1061/(Asce)St.1943-541X.0001995 |
0.416 |
|
| 2018 |
Liu Y, Kuang JS, Huang Q. Extended spectrum-based pushover analysis for predicting earthquake-induced forces in tall buildings Engineering Structures. 167: 351-362. DOI: 10.1016/J.Engstruct.2018.04.045 |
0.431 |
|
| 2018 |
Liu Y, Kuang JS, Huang Q. Modified spectrum-based pushover analysis for estimating seismic demand of dual wall-frame systems Engineering Structures. 165: 302-314. DOI: 10.1016/J.Engstruct.2018.03.043 |
0.48 |
|
| 2018 |
Wan KT, Zhu H, Yuen TYP, Chen B, Hu C, Leung CKY, Kuang JS. Development of low drying shrinkage foamed concrete and hygro-mechanical finite element model for prefabricated building fasçade applications Construction and Building Materials. 165: 939-957. DOI: 10.1016/J.Conbuildmat.2018.01.024 |
0.371 |
|
| 2018 |
Behnam H, Kuang JS, Samali B. Parametric finite element analysis of RC wide beam-column connections Computers & Structures. 205: 28-44. DOI: 10.1016/J.Compstruc.2018.04.004 |
0.458 |
|
| 2018 |
Yuen TYP, Zhang H, Kuang JS, Huang Q. Shake table tests on RC frame infilled by slitted masonry panels Bulletin of Earthquake Engineering. 16: 4027-4052. DOI: 10.1007/S10518-018-0339-3 |
0.468 |
|
| 2017 |
Yuen TYP, Kuang JS. Revisiting the effect of axial force ratio on the seismic behaviour of RC building columns Structural Engineering International. 27: 88-100. DOI: 10.2749/101686617X14676303589273 |
0.4 |
|
| 2017 |
Behnam H, Kuang JS, Wong HF, Huang Q, Al-Mahaidi R. Analysis of laterally loaded exterior wide beam-column connections Magazine of Concrete Research. 70: 500. DOI: 10.1680/Jmacr.17.00255 |
0.443 |
|
| 2017 |
Yuen TYP, Kuang JS, Ho DYB. Ductility design of RC columns. Part 2: extent of critical zone and confinement reinforcement Hkie Transactions. 24: 42-53. DOI: 10.1080/1023697X.2016.1275825 |
0.442 |
|
| 2017 |
Behnam H, Kuang JS, Huang RYC. Exterior RC wide beam-column connections: Effect of beam width ratio on seismic behaviour Engineering Structures. 147: 27-44. DOI: 10.1016/J.Engstruct.2017.05.044 |
0.431 |
|
| 2017 |
Kantar E, Yuen TYP, Kobya V, Kuang JS. Impact dynamics and energy dissipation capacity of fibre-reinforced self-compacting concrete plates Construction and Building Materials. 138: 383-397. DOI: 10.1016/J.Conbuildmat.2017.02.011 |
0.373 |
|
| 2017 |
Liu Y, Kuang JS. Spectrum-based pushover analysis for estimating seismic demand of tall buildings Bulletin of Earthquake Engineering. 15: 4193-4214. DOI: 10.1007/S10518-017-0132-8 |
0.419 |
|
| 2017 |
Zhang H, Kuang JS, Yuen TYP. Low-seismic Damage Strategies for Infilled RC Frames: Shake-table Tests Earthquake Engineering & Structural Dynamics. 46: 2419-2438. DOI: 10.1002/Eqe.2911 |
0.494 |
|
| 2016 |
Yuen TYP, Kuang JS. Seismic Performance and Lateral Stability of RC Frames with Vertical Irregular Infill Arrangements International Journal of Structural Stability and Dynamics. DOI: 10.1142/S0219455417500250 |
0.496 |
|
| 2016 |
Yuen TYP, Kuang JS, Ho DYB. Ductility design of RC columns. Part 1: consideration of axial compression ratio Hkie Transactions. 23: 230-244. DOI: 10.1080/1023697X.2016.1232179 |
0.439 |
|
| 2016 |
Huang Q, Guo Z, Kuang JS. Designing infilled reinforced concrete frames with the 'strong frame-weak infill' principle Engineering Structures. 123: 341-353. DOI: 10.1016/J.Engstruct.2016.05.024 |
0.494 |
|
| 2016 |
Yuen TYP, Kuang JS, Ali BSM. Assessing the effect of bi-directional loading on nonlinear static and dynamic behaviour of masonry-infilled frames with openings Bulletin of Earthquake Engineering. 14: 1721-1755. DOI: 10.1007/S10518-016-9899-2 |
0.434 |
|
| 2016 |
Behnam H, Kuang JS, Huang Q. Equivalent frame analysis for effective wall width of nonplanar beam-wall connections Structural Design of Tall and Special Buildings. DOI: 10.1002/Tal.1303 |
0.479 |
|
| 2015 |
Kuang JS, Yuen YP. Ductility design of reinforced concrete shear walls with the consideration of axial compression ratio Hkie Transactions Hong Kong Institution of Engineers. 22: 123-133. DOI: 10.1080/1023697X.2015.1071027 |
0.48 |
|
| 2015 |
Yuen YP, Kuang JS. Nonlinear seismic responses and lateral force transfer mechanisms of RC frames with different infill configurations Engineering Structures. 91: 125-140. DOI: 10.1016/J.Engstruct.2015.02.031 |
0.48 |
|
| 2014 |
Yuen YP, Kuang JS. Masonry-infilled rc frames subjected to combined in-plane and out-of-plane loading International Journal of Structural Stability and Dynamics. 14. DOI: 10.1142/S0219455413500661 |
0.445 |
|
| 2013 |
Kuang JS, Wong HF. Horizontal hoops in non-seismically designed beam-column joints Hkie Transactions Hong Kong Institution of Engineers. 20: 164-171. DOI: 10.1080/1023697X.2013.812388 |
0.481 |
|
| 2013 |
Yuen YP, Kuang JS. Fourier-based incremental homogenisation of coupled unilateral damage-plasticity model for masonry structures International Journal of Solids and Structures. 50: 3361-3374. DOI: 10.1016/J.Ijsolstr.2013.06.001 |
0.387 |
|
| 2013 |
Wong HF, Kuang JS. Predicting shear strength of RC interior beam-column joints by modified rotating-angle softened-truss model Computers and Structures. 133: 12-17. DOI: 10.1016/J.Compstruc.2013.11.008 |
0.462 |
|
| 2012 |
Ho YB, Kuang JS. Damage evolution spectra for seismic analysis of high-rise buildings Journal of Earthquake and Tsunami. 6. DOI: 10.1142/S1793431112500212 |
0.421 |
|
| 2011 |
Wong SHF, Kuang JS. Predicting shear strength of RC exterior beam-column joints by modified rotating-angle softened-truss model Computers and Concrete. 8: 59-70. DOI: 10.12989/Cac.2011.8.1.059 |
0.478 |
|
| 2011 |
Kuang JS, Tsoi HF. Failure of blast-loaded reinforced concrete slabs Procedia Engineering. 14: 2658-2665. DOI: 10.1016/J.Proeng.2011.07.334 |
0.448 |
|
| 2011 |
Kuang JS, Huang K. Simplified multi-degree-of-freedom model for estimation of seismic response of regular wall-frame structures Structural Design of Tall and Special Buildings. 20: 418-432. DOI: 10.1002/Tal.538 |
0.422 |
|
| 2010 |
Huang K, Kuang JS. On the applicability of pushover analysis for seismic evaluation of medium-and high-rise buildings Structural Design of Tall and Special Buildings. 19: 573-588. DOI: 10.1002/Tal.511 |
0.399 |
|
| 2009 |
Kuang JS, Baczkowski BJ. Steel-fibre-reinforced concrete coupling beams subjected to monotonie loading Magazine of Concrete Research. 61: 35-41. DOI: 10.1680/Macr.2008.00019 |
0.496 |
|
| 2009 |
Wong SHF, Kuang JS. On the design of RC beam-column joints to Hong Kong concrete code 2004 Hkie Transactions. 16: 48-55. DOI: 10.1080/1023697X.2009.10668166 |
0.42 |
|
| 2009 |
Kuang JS, Ng SC. Lateral shear-st. venant torsion coupled vibration of asymmetric-plan frame structures Structural Design of Tall and Special Buildings. 18: 647-656. DOI: 10.1002/Tal.456 |
0.357 |
|
| 2008 |
Ba̧czkowski BJ, Kuang JS. A new approach to testing concrete coupling beams subjected to reversed cyclic loading Magazine of Concrete Research. 60: 301-309. DOI: 10.1680/Macr.2007.00137 |
0.48 |
|
| 2008 |
Kuang JS, Ho YB. Seismic Behavior and Ductility of Squat Reinforced Concrete Shear Walls with Nonseismic Detailing Aci Structural Journal. 105: 225-231. DOI: 10.14359/19738 |
0.493 |
|
| 2008 |
Zhang H, Kuang JS. Eight-node membrane element with drilling degrees of freedom for analysis of in-plane stiffness of thick floor plates International Journal For Numerical Methods in Engineering. 76: 2117-2136. DOI: 10.1002/Nme.2395 |
0.361 |
|
| 2007 |
Kuang JS, Ho YB. Inherent Ductility of Non-seismically Designed and Detailed Reinforced Concrete Shear Walls Hkie Transactions. 14: 7-12. DOI: 10.1080/1023697X.2007.10668063 |
0.498 |
|
| 2007 |
Zhang H, Kuang JS. Eight-node Reissner-Mindlin plate element based on boundary interpolation using Timoshenko beam function International Journal For Numerical Methods in Engineering. 69: 1345-1373. DOI: 10.1002/Nme.1809 |
0.338 |
|
| 2007 |
Fu JP, Kuang JG. Experimental study on the beam bars detail in exterior short pier shear wall joints Chongqing Jianzhu Daxue Xuebao/Journal of Chongqing Jianzhu University. 29: 53-59. |
0.349 |
|
| 2005 |
Kuang JS, Wong HF. Improving ductility of non-seismically designed RC columns Proceedings of the Institution of Civil Engineers: Structures and Buildings. 158: 13-20. DOI: 10.1680/stbu.158.1.13.58533 |
0.366 |
|
| 2005 |
Atanda AI, Kuang JS. Inherent Ductility of Non-seismically Designed and Detailed Reinforced Concrete Shear Wall-frame Buildings Hkie Transactions. 12: 1-5. DOI: 10.1080/1023697X.2005.10668004 |
0.502 |
|
| 2005 |
Kuang JS, Li S. Interaction-based design formulas for transfer beams: Box foundation analogy Practice Periodical On Structural Design and Construction. 10: 127-132. DOI: 10.1061/(Asce)1084-0680(2005)10:2(127) |
0.476 |
|
| 2005 |
Kuang JS, Atanda AI. Predicting ductility demands on reinforced concrete moment-resisting frames for moderate seismicity Structural Design of Tall and Special Buildings. 14: 369-378. DOI: 10.1002/Tal.274 |
0.467 |
|
| 2004 |
Atanda AI, Kuang JS. Inherent Ductility of Non-seismically Designed and Detailed Reinforced Concrete Frame Buildings Hkie Transactions. 11: 1-4. DOI: 10.1080/1023697X.2004.10667961 |
0.478 |
|
| 2004 |
Kuang JS, Ng SC. Coupled vibration of tall building structures Structural Design of Tall and Special Buildings. 13: 291-303. DOI: 10.1002/Tal.253 |
0.399 |
|
| 2003 |
Kuang JS, Zhang Z. Analysis and behaviour of transfer plate-shear wall systems in tall buildings Structural Design of Tall and Special Buildings. 12: 409-421. DOI: 10.1002/Tal.236 |
0.444 |
|
| 2002 |
Kuang JS, Wong HF. Improving the Seismic Performance of Reinforced Concrete Columns: A Case-study of Hong Kong Hkie Transactions. 9: 20-25. DOI: 10.1080/1023697X.2002.10667887 |
0.467 |
|
| 2001 |
Kuang JS, Ng SC. Dynamic coupling of asymmetric shear wall structures: An analytical solution International Journal of Solids and Structures. 38: 8723-8733. DOI: 10.1016/S0020-7683(01)00052-X |
0.394 |
|
| 2001 |
Kuang JS, Li S. Interaction-based design tables for transfer beams supporting in-plane loaded shear walls Structural Design of Tall Buildings. 10: 121-133. DOI: 10.1002/Tal.171 |
0.481 |
|
| 2000 |
Ng SC, Kuang JS. Triply coupled vibration of asymmetric wall-frame structures Journal of Structural Engineering New York, N.Y.. 126: 982-987. DOI: 10.1061/(Asce)0733-9445(2000)126:8(982) |
0.364 |
|
| 2000 |
Kuang JS, Ng SC. Coupled lateral-torsion vibration of asymmetric shear-wall structures Thin-Walled Structures. 38: 93-104. DOI: 10.1016/S0263-8231(00)00033-1 |
0.431 |
|
| 1999 |
Xi Y, Kuang J. Ultimate Load Capacity of Cable-Stayed Bridges Journal of Bridge Engineering. 4: 14-22. DOI: 10.1061/(Asce)1084-0702(1999)4:1(14) |
0.378 |
|
| 1999 |
Kuang JS, Chau CK. Dynamic behaviour of stiffened coupled shear walls with flexible bases Computers and Structures. 73: 327-339. DOI: 10.1016/S0045-7949(98)00261-2 |
0.482 |
|
| 1998 |
Kuang JS, Wang Y. A coupling model of reinforced concrete fracture Materials and Structures. 31: 602-608. DOI: 10.1007/Bf02480610 |
0.356 |
|
| 1998 |
Kuang JS, Atanda A. Interaction based analysis of continuous transfer girder system supporting in‐plane loaded coupled shear walls Structural Design of Tall Buildings. 7: 285-293. DOI: 10.1002/(Sici)1099-1794(199812)7:4<285::Aid-Tal116>3.0.Co;2-9 |
0.44 |
|
| 1998 |
Kuang JS, Chau CK. Free vibrations of stiffened coupled shear walls Structural Design of Tall Buildings. 7: 135-145. DOI: 10.1002/(Sici)1099-1794(199806)7:2<135::Aid-Tal93>3.0.Co;2-D |
0.369 |
|
| 1996 |
Kuang JS, Puvvala J. Continuous transfer beams supporting in-plane loaded shear walls in tall buildings Structural Design of Tall Buildings. 5: 281-293. DOI: 10.1002/(Sici)1099-1794(199612)5:4<281::Aid-Tal79>3.0.Co;2-P |
0.493 |
|
| 1996 |
Kuang JS. On the accuracy of the continuum method for analysis of coupled shear walls of unequal width Structural Design of Tall Buildings. 5: 141-146. DOI: 10.1002/(Sici)1099-1794(199606)5:2<141::Aid-Tal67>3.0.Co;2-9 |
0.472 |
|
| 1993 |
Kuang JS, Morley CT. A plasticity model for punching shear of laterally restrained slabs with compressive membrane action International Journal of Mechanical Sciences. 35: 371-385. DOI: 10.1016/0020-7403(93)90009-J |
0.358 |
|
| 1992 |
Kuang JS, Morley CT. Punching Shear Behavior of Restrained Reinforced Concrete Slabs Aci Structural Journal. 89: 13-19. DOI: 10.14359/1295 |
0.47 |
|
| 1991 |
Kuang JS, Cheung YK, Chan HC. Elasto-plastic analysis of perforated core structures subjected to applied torque Thin-Walled Structures. 11: 439-456. DOI: 10.1016/0263-8231(91)90038-K |
0.461 |
|
| 1989 |
Chan HC, Kuang JS. Elastic design charts of stiffened coupled structural walls Journal of Structural Engineering (United States). 115: 247-267. DOI: 10.1061/(Asce)0733-9445(1989)115:2(247) |
0.484 |
|
| 1989 |
Chan HC, Kuang JS. Stiffened coupled shear walls Journal of Engineering Mechanics. 115: 689-703. DOI: 10.1061/(Asce)0733-9399(1989)115:4(689) |
0.492 |
|
| 1988 |
Chan HC, Kuang JS. Torsional behaviour of braced thin-walled open sections Thin-Walled Structures. 6: 343-354. DOI: 10.1016/0263-8231(88)90008-0 |
0.428 |
|
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