| Calculating the buckling strength of steel plates exposed to fire SE Quiel, MEM Garlock Thin-Walled Structures 48 (9), 684-695, 2010 | 94 | 2010 |
| A streamlined framework for calculating the response of steel-supported bridges to open-air tanker truck fires SE Quiel, T Yokoyama, LS Bregman, KA Mueller, SM Marjanishvili Fire Safety Journal 73, 63-75, 2015 | 93 | 2015 |
| Experimental behavior of steel beam–columns subjected to fire-induced thermal gradients MMS Dwaikat, VKR Kodur, SE Quiel, MEM Garlock Journal of Constructional Steel Research 67 (1), 30-38, 2011 | 90 | 2011 |
| Modeling steel structures in OpenSees: Enhancements for fire and multi-hazard probabilistic analyses NE Khorasani, MEM Garlock, SE Quiel Computers & Structures 157, 218-231, 2015 | 77 | 2015 |
| Plastic axial load and moment interaction curves for fire-exposed steel sections with thermal gradients ME Garlock, SE Quiel Journal of structural engineering 134 (6), 874-880, 2008 | 68 | 2008 |
| Fire resistance of a damaged steel building frame designed to resist progressive collapse SE Quiel, SM Marjanishvili Journal of Performance of Constructed Facilities 26 (4), 402-409, 2012 | 60 | 2012 |
| Assessment of wind-induced vibration mitigation in a tall building with damped outriggers using real-time hybrid simulations S Al-Subaihawi, C Kolay, T Marullo, JM Ricles, SE Quiel Engineering Structures 205, 110044, 2020 | 49 | 2020 |
| Simplified model for partially-composite precast concrete insulated wall panels subjected to lateral loading MJ Gombeda, P Trasborg, CJ Naito, SE Quiel Engineering Structures 138, 367-380, 2017 | 47 | 2017 |
| Modeling high-rise steel framed buildings under fire SE Quiel, MEM Garlock Structures Congress 2008: Crossing Borders, 1-10, 2008 | 42 | 2008 |
| Mechanics of wide-flanged steel sections that develop thermal gradients due to fire exposure MEM Garlock, SE Quiel International Journal of Steel Structures 7 (3), 153-162, 2007 | 42 | 2007 |
| Closed-form prediction of the thermal and structural response of a perimeter column in a fire SE Quiel, MEM Garlock The Open Construction & Building Technology Journal 4 (1), 2010 | 36 | 2010 |
| A closed-form analysis of perimeter member behavior in a steel building frame subject to fire SE Quiel, MEM Garlock Engineering Structures 30 (11), 3276-3284, 2008 | 35 | 2008 |
| Performance-based framework for quantifying structural resilience to blast-induced damage SE Quiel, SM Marjanishvili, BP Katz Journal of Structural Engineering 142 (8), C4015004, 2016 | 33 | 2016 |
| Parameters for modeling a high-rise steel building frame subject to fire S Quiel, M Garlock Journal of Structural Fire Engineering 1 (2), 115-134, 2010 | 32 | 2010 |
| The behavior of steel perimeter columns in a high-rise building under fire MM Garlock, SE Quiel Engineering Journal 44 (4), 359-372, 2007 | 31 | 2007 |
| A non-emulative moment connection for progressive collapse resistance in precast concrete building frames SE Quiel, CJ Naito, CT Fallon Engineering Structures 179, 174-188, 2019 | 30 | 2019 |
| Framework for rapid prediction of fire-induced heat flux on concrete tunnel liners with curved ceilings Q Guo, KJ Root, A Carlton, SE Quiel, CJ Naito Fire safety journal 109, 102866, 2019 | 27 | 2019 |
| Closed-form procedure for predicting the capacity and demand of steel beam-columns under fire SE Quiel, ME Moreyra Garlock, I Paya-Zaforteza Journal of Structural Engineering 137 (9), 967-976, 2011 | 26 | 2011 |
| Structural fire resistance of partially restrained, partially composite floor beams, I: Experiments AN Kordosky, MM Drury, SE Quiel Journal of Constructional Steel Research 167, 105945, 2020 | 24 | 2020 |
| Uniform pushdown approach for quantifying building-frame robustness and the consequence of disproportionate collapse CT Fallon, SE Quiel, CJ Naito Journal of Performance of Constructed Facilities 30 (6), 04016060, 2016 | 23 | 2016 |
Maria GarlockPrinceton University在 princeton.edu 的电子邮件经过验证
