| Static pushover versus dynamic collapse analysis of RC buildings AM Mwafy, AS Elnashai Engineering structures 23 (5), 407-424, 2001 | 722 | 2001 |
| Overstrength and force reduction factors of multistorey reinforced‐concrete buildings AS Elnashai, AM Mwafy the structural Design of Tall Buildings 11 (5), 329-351, 2002 | 289 | 2002 |
| Calibration of force reduction factors of RC buildings AM Mwafy, AS Elnashai Journal of earthquake engineering 6 (2), 239-273, 2002 | 230 | 2002 |
| Probabilistic seismic performance assessment of code-compliant multi-story RC buildings SH Jeong, AM Mwafy, AS Elnashai Engineering Structures 34, 527-537, 2012 | 135 | 2012 |
| ICE manual of bridge engineering G Parke, N Hewson ICE Publishing, 2022 | 127 | 2022 |
| Significance of severe distant and moderate close earthquakes on design and behavior of tall buildings A Mwafy, A Elnashai, R Sigbjörnsson, A Salama The Structural Design of Tall and Special Buildings 15 (4), 391-416, 2006 | 82 | 2006 |
| Analytically derived fragility relationships for the modern high‐rise buildings in the UAE A Mwafy The Structural Design of Tall and Special Buildings, 2010 | 71 | 2010 |
| Effect of vertical structural irregularity on seismic design of tall buildings A Mwafy, S Khalifa The Structural Design of Tall and Special Buildings 26 (18), e1399, 2017 | 56 | 2017 |
| Implications of design assumptions on capacity estimates and demand predictions of multispan curved bridges A Mwafy, A Elnashai, WH Yen Journal of Bridge Engineering 12, 710, 2007 | 48 | 2007 |
| Seismic performance of code-designed RC buildings AM Mwafy PhD Thesis, 2001 | 48 | 2001 |
| Assessment of seismic design response factors of concrete wall buildings A Mwafy Earthquake Engineering and Engineering Vibration 10 (1), 115-127, 2011 | 40 | 2011 |
| Vulnerability of code-compliant RC buildings under multi-axial earthquake loading A Mwafy, AS Elnashai Proceedings of the 4th international conference on earthquake engineering, 2006 | 40 | 2006 |
| Seismic performance and cost‐effectiveness of high‐rise buildings with increasing concrete strength A Mwafy, N Hussain, K El‐Sawy The Structural Design of Tall and Special Buildings 24 (4), 257-279, 2015 | 39 | 2015 |
| Seismic assessment of an existing non-seismically designed major bridge-abutment–foundation system A Mwafy, OS Kwon, A Elnashai Engineering Structures 32 (8), 2192-2209, 2010 | 38 | 2010 |
| Wave passage and ground motion incoherency effects on seismic response of an extended bridge AM Mwafy, OS Kwon, A Elnashai, YMA Hashash Journal of Bridge Engineering 16, 364, 2011 | 34 | 2011 |
| A methodology for defining seismic scenario‐structure‐based limit state criteria for rc high‐rise wall buildings using net drift W Alwaeli, A Mwafy, K Pilakoutas, M Guadagnini Earthquake Engineering & Structural Dynamics 46 (8), 1325-1344, 2017 | 29 | 2017 |
| Importance of shear assessment of concrete structures detailed to different capacity design requirements A Mwafy, A Elnashai Engineering Structures 30 (6), 1590-1604, 2008 | 29 | 2008 |
| Resilient structures and infrastructure EN Farsangi, I Takewaki, TY Yang, A Astaneh-Asl, P Gardoni Springer, 2019 | 28 | 2019 |
| Classification and idealization of the building stock in the UAE for earthquake loss estimation AM Mwafy 15th World Conference on Earthquake Engineering, 24-28, 2012 | 27 | 2012 |
| Fragility assessment of pre-seismic code buildings and emergency facilities in the UAE A Issa, AM Mwafy Second European conference on earthquake engineering and seismology (2ECEES …, 2014 | 26 | 2014 |
M. Shahria AlamProfessor, Civil Engineering, School of Engineering, The University of British ColumbiaDirección de correo verificada de ubc.ca
