Follow
Scott Schiff
Scott Schiff
Teaching Professor of Civil Engineering, Kansas State University
Verified email at ksu.edu
Title
Cited by
Cited by
Year
Wind damage to envelopes of houses and consequent insurance losses
PR Sparks, SD Schiff, TA Reinhold
Journal of wind engineering and industrial aerodynamics 53 (1-2), 145-155, 1994
2141994
Uplift capacity of light-frame rafter to top plate connections
TD Reed, DV Rosowsky, SD Schiff
Journal of architectural engineering 3 (4), 156-163, 1997
831997
The Florida coastal monitoring program (FCMP): A review
JA Balderrama, FJ Masters, KR Gurley, DO Prevatt, LD Aponte-Bermúdez, ...
Journal of Wind Engineering and Industrial Aerodynamics 99 (9), 979-995, 2011
692011
Building envelope failure assessment framework for residential communities subjected to hurricanes
JM Grayson, W Pang, S Schiff
Engineering Structures 51, 245-258, 2013
652013
Student-centered active, cooperative learning in engineering
LC Benson, MK Orr, SB Biggers, WF Moss, MW Ohland, SD Schiff
International Journal of Engineering Education 26 (5), 1097, 2010
622010
Evaluating student and faculty outcomes for a real-world capstone project with sustainability considerations
M Scott Stanford, LC Benson, P Alluri, WD Martin, LE Klotz, JH Ogle, ...
Journal of Professional Issues in Engineering Education and Practice 139 (2 …, 2013
472013
Three-dimensional probabilistic wind-borne debris trajectory model for building envelope impact risk assessment
M Grayson, WC Pang, S Schiff
Journal of Wind Engineering and Industrial Aerodynamics 102, 22-35, 2012
452012
Probabilistic modeling of roof sheathing uplift capacity
DV Rosowsky, SD Schiff
Probabilistic Mechanics & Structural Reliability, 334-337, 1996
261996
Fatigue assessment of through plate girder railway bridges
TW Philbrick Jr, GW Zodo, SD Schiff
Journal of Structural Engineering 121 (11), 1613-1619, 1995
241995
What are our expectations, objectives, and performance requirements for wood structures in high wind regions?
D Rosowsky, S Schiff
Natural Hazards Review 4 (3), 144-148, 2003
232003
Effect of adhesives and ply configuration on the fire performance of Southern pine cross-laminated timber
L Hasburgh, K Bourne, P Peralta, P Mitchell, S Schiff, W Pang
World Conference on Timber Engineering, 10, 2016
182016
System effects and uplift capacity of roof sheathing fasteners
S Murphy, S Schiff, D Rosowsky, S Pye
Building an International Community of Structural Engineers, 765-770, 1996
171996
Development of high-strength/high performance concrete/grout mixtures for application in shear keys in precast bridges
PR Rangaraju, H Kizhakommudom, Z Li, SD Schiff
Department of Transportation, FHWA, 2013
162013
Wind uplift behavior of mechanically attached single-ply roofing systems: The need for correction factors in standardized tests
DO Prevatt, SD Schiff, JS Stamm, AS Kulkarni
Journal of structural engineering 134 (3), 489-498, 2008
152008
Seismic design studies of low-rise steel frames
SD Schiff
University of Illinois at Urbana-Champaign, 1988
151988
Adapting And Implementing The Scale Up Approach In Statics, Dynamics, And Multivariable Calculus
L Benson, S Biggers, W Moss, M Ohland, M Orr, S Schiff
2009 Annual Conference & Exposition, 14.159. 1-14.159. 7, 2009
122009
Combined loads on sheathing to framing fasteners in wood construction
DV Rosowsky, SD Schiff
Journal of architectural engineering 5 (2), 37-43, 1999
121999
Development of ultra-high performance concrete for shear-keys in precast bridges using locally available materials in South Carolina
Z Li, H Kizhakommudom, PR Rangaraju, SD Schiff
Proceedings of 2014 60th Anniversary Convention and National Bridge …, 2014
112014
Behavior of light-framed wood roof-to-wall connectors using aged lumber and multiple connection mechanisms
WC Edmonson, SD Schiff, BG Nielson
Journal of performance of constructed facilities 26 (1), 26-37, 2012
112012
Roof rafter to top-plate connections in coastal residential construction
TD Reed, DV Rosowsky, SD Schiff
Proc., International Wood Engineering Conf, 458-465, 1996
111996
The system can't perform the operation now. Try again later.
Articles 1–20