The University of Massachusetts Amherst
University of Massachusetts Amherst

Search Google Appliance

Links

Publications Library

Export 906 results:
A B C D E F G H I J K L M N O P Q R S T U V W X Y Z 
G
Gleason CJ, Smith LC.  2014.  Towards global mapping of river discharge using satellite images and at-many-stations hydraulic geometry. Proceedings of the National Academy of Sciences. 111(13):4788–4791.
Gleason CJ, Hamdan AN.  2015.  Crossing the (watershed) divide: Satellite data and the changing politics of international river basins. The Geographical Journal.
Gleason CJ, Smith LC, Chu VW, Legleiter CJ, Pitcher LH, Overstreet BT, Rennermalm AK, Forster RR, Yang K.  2016.  Characterizing supraglacial meltwater channel hydraulics on the Greenland Ice Sheet from in situ observations. Earth Surface Processes and Landforms. 41(14):2111-2122.
Gleason CJ, Smith LC, Lee J.  2014.  Retrieval of river discharge solely from satellite imagery and at-many-stations hydraulic geometry: sensitivity to river form and optimization parameters. Water Resources Research. 50(12):9604–9619.
Gleason CJ, Wang J.  2015.  Theoretical basis for at-many-stations hydraulic geometry. Geophysical Research Letters. 42(17):7107–7114.
Giddings CGS, Nevin KP, Woodard TL, Lovley DR, Butler CS.  2015.  Simplifying microbial electrosynthesis reactor design. Frontiers in Microbiology. 6(468)
Ghile Y, Taner M.U., Brown C, Grijsen J.G., Talbi A.  2013.  Bottom-up climate risk assessment of infrastructure investment in the Niger River Basin. Climatic Change. 122(1-2):97-111.
Ghile Y, Schulze R., Brown C.  2010.  Evaluating the performance of ground-based and remotely sensed near real-time rainfall fields from a hydrological perspective. Hydrologic Sciences Journal. 55(4):497-511.
Ghile Y, Moody P, Brown C.  2014.  Paleo-reconstructed net basin supply scenarios and their effect on lake levels in the upper great lakes. Climatic Change. 127(2):305-319.
Ghanekar R.K., Degroot DJ, Lunne T..  2010.  Intrinsic Properties’ Frameworks – Comparative Evaluation and Their Use in Engineering Practice. Proc. 4th International Workshop on Soil Parameters from In Situ and Laboratory Tests.
Gerrity DW, Benotti MJ, Reckhow DA, Snyder SA.  2011.  Pharmaceuticals and Endocrine Disrupting Compounds in Drinking Water. Biophysico-Chemical Processes of Anthropogenic Organic Compounds in Environmental Systems. :233-249.
Gerasimidis S, Efthymiou E, Baniotopoulos CC.  2009.  On the application of robustness criteria to steel lattice masts. POLLACK Periodica. 4(1):17-28.
Gerasimidis S, Bisbos CD, Baniotopoulos CC.  2014.  A computational model for full or partial damage of single or multiple adjacent columns in disproportionate collapse analysis via linear programming. Structure and Infrastructure Engineering: Maintenance, Management, Life-Cycle Design and Performance. 10(5):670-683.
Gerasimidis S, Baniotopoulos CC.  2011.  Disproportionate collapse analysis of cable‐stayed steel roofs for cable loss. International Journal of Steel Structures. 11(1):91-98.
Gerasimidis S.  2014.  Analytical assessment of steel frames progressive collapse vulnerability to corner column loss. Journal of Constructional Steel Research. 95:1-9.
Gerasimidis S., Khorasani N.E, Garlock M., Pantidis P., Glassman J..  2017.  Resilience of tall steel moment resisting frame buildings with multi-hazard post-event fire. Journal of Constructional Steel Research. 139:202-219.
Gerasimidis S, Baniotopoulos CC.  2011.  Steel moment frames column loss analysis: the influence of time step size. Journal of Constructional Steel Research. 4(11):557–564.
Gerasimidis S, Pantidis P, Knickle B, Moon K-S.  2016.  Diagrid Structural System for High-Rise Buildings:Applications of a simple stiffness-based optimized design. International Journal of High‐Rise Buildings. 5(4):319-326.
Gerasimidis S, Ampatzis A., Bisbos CD.  2012.  A mathematical programming computational model for disproportionate collapse analysis of steel building frames. Optimization Letters . 6(3):525-535.
Gerasimidis S, Sideri J.  2016.  A new partial-distributed damage method for progressive collapse analysis of steel frames. Journal of Constructional Steel Research. 119:233-245.
Gerasimidis S, Deodatis G, Kontoroupi T, Ettouney M.  2015.  Loss‐of‐stability induced progressive collapse modes in 3D steel moment frames. Structure and Infrastructure Engineering: Maintenance, Management, Life-Cycle Design and Performance. 11(3):334-344.
Gerasimidis S, Baniotopoulos CC.  2011.  Evaluation of wind load integration in disproportionate collapse analysis of steel moment frames for column loss. Journal of Wind Engineering and Industrial Aerodynamics. 99(11):1162–1173.
Gerasimidis S, Bisbos CD, Baniotopoulos CC.  2012.  Vertical geometric irregularity assessment of steel frames on robustness and disproportionate collapse. Journal of Constructional Steel Research. 74:76-89.
Gerasimidis S, Baniotopoulos CC.  2015.  Progressive collapse mitigation of 2D steel moment frames. Stahlbau. 84(5):324-331.
Gerasimidis S, Deodatis G, Yan Y, Ettouney M.  2017.  Global instability induced failure of tall steel moment frame buildings. Journal of Performance of Constructed Facilities. 31(2)
Gedalanga P, Kotay S, Sales C, Butler CS, Goel R, Mahendra S.  2013.  Novel applications of molecular biological and microscopic tools in environmental engineering. Water Environment Research. 85(10):917-950.
Garvey E, Tobiason JE.  2003.  Assessment of natural organic matter in Quabbin Reservoir. Journal of Water Supply: Research and Technology - AQUA . 52(1):19-36.
Garvey E, Tobiason JE.  2003.  Relationships between measures of NOM in Quabbin watershed. Journal - American Water Works Association. 95(11):73-84.
Garvey E, Tobiason JE, Hayes M, Wolfram E, Reckhow DA, Male JW.  1998.  Coliform transport in a pristine reservoir: Modeling and field studies. Water Science & Technology. 37(2):137-144.
Garay-Vega L., Pradhan AK, Weinberg G., Schmidt-Nielsen B., Harsham B., Shen Y., Divekar G., Romoser M, Knodler J.Michael A, Fisher DL.  2010.  Evaluation of different speech and touch interfaces to in-vehicle music retrieval systems. Accident Analysis & Prevention. 42(3):913-920.

Pages