Spencer Quiel
Cited by
Cited by
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
Calculating the buckling strength of steel plates exposed to fire
SE Quiel, MEM Garlock
Thin-Walled Structures 48 (9), 684-695, 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
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
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
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
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
Closed-form prediction of the thermal and structural response of a perimeter column in a fire
SE Quiel, MEM Garlock
The Open Construction and Building Technology Journal 4 (1), 2010
Modeling high-rise steel framed buildings under fire
SE Quiel, MEM Garlock
Structures Congress 2008: Crossing Borders, 1-10, 2008
The behavior of steel perimeter columns in a high-rise building under fire
MM Garlock, SE Quiel
Engineering Journal-American Institute of Steel Construction 44 (4), 359, 2007
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
Parameters for modeling a high-rise steel building frame subject to fire
S Quiel, M Garlock
Journal of Structural Fire Engineering, 2010
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
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
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
Steel girder fracture on Delaware's I-95 Bridge over the Brandywine River
M Chajes, D Mertz, S Quiel, H Roecker, J Milius
Structures Congress 2005: Metropolis and Beyond, 1-10, 2005
Effects of fire on a tall steel building designed to resist progressive collapse
MC Neal, MEM Garlock, SE Quiel, S Marjanishvili
Structures Congress 2012, 246-256, 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
Combined axial load and moment capacity of fire-exposed beam-columns with thermal gradients
MEM Garlock, SE Quiel
Proc. of 4th Int. Workshop on Structures in fire, Aveiro, Portugal 5 (2), 5.6, 2006
Blast-induced damage mapping framework for use in threat-dependent progressive collapse assessment of building frames
MJ Gombeda, CJ Naito, SE Quiel, CT Fallon
Journal of Performance of Constructed Facilities 31 (2), 04016089, 2017
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