Relevant bibliographies by topics / Snow loads

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
  6. Reports

Academic literature on the topic 'Snow loads'

Author: Grafiati
Published: 4 June 2021
Last updated: 25 July 2025

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Journal articles on the topic "Snow loads"

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Kravchenko, Maryna, Tetiana Tkachenko, Viktor Mileikovskyi, and Oleksii Tkachenko. "The influence of green structures of blue infrastructure on the load of building structures." Strength of Materials and Theory of Structures, no. 114 (April 25, 2025): 135–44. https://doi.org/10.32347/2410-2547.2025.114.135-144.

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The paper considers the place of green structures in the blue infrastructure of cities. A scheme of integrated rainwater management using green structures is built. The combination of different green structures allows to creation of a unified and effective rainwater management system. The impact of green building structures on their supporting structures plays an important role. The loads from green roofs have two components: the load from structural elements and plants, including wind loads, and the load from precipitation-retained rainwater and snow. The first group of loads is constant, exc
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Bartlett, F. M., H. P. Hong, and W. Zhou. "Load factor calibration for the proposed 2005 edition of the National Building Code of Canada: Statistics of loads and load effects." Canadian Journal of Civil Engineering 30, no. 2 (2003): 429–39. http://dx.doi.org/10.1139/l02-087.

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The 2005 edition of the National Building Code of Canada (NBCC) will adopt a companion-action format for load combinations and specify wind and snow loads based on their 50 year return period values. This paper summarizes statistics for dead load, live load due to use and occupancy, snow load, and wind load that have been adopted for calibration, and a companion paper presents the calibration itself. A new survey of typical construction tolerances indicates that statistics for dead load widely adopted for building code calibration are adequate unless the dead load is dominated by thin, cast-in
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Emelyanov, O. V., T. B. Mukhambetov, and A. N. Shuvalov. "STATISTICAL CHARACTERISTICS OF SNOW LOADS." Bulletin of South Ural State University series "Construction Engineering and Architecture" 24, no. 2 (2024): 35–41. https://doi.org/10.14529/build240205.

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When calculating the building structure reliability, it is necessary to have information about the variability of the strength and elastic properties of building materials, the loads acting on the structure, the geometric dimensions of spans and sec-tions, etc. The current loads, including snow loads, have the greatest statistical dispersion and, taking into account the our country climatic conditions, have a significant impact on the stress-strain state of building structures. Snow load statistical characteristics are the result of processing long-term meteorological observations for the snow
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Bartlett, F. M., H. P. Hong, and W. Zhou. "Load factor calibration for the proposed 2005 edition of the National Building Code of Canada: Companion-action load combinations." Canadian Journal of Civil Engineering 30, no. 2 (2003): 440–48. http://dx.doi.org/10.1139/l02-086.

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The 2005 edition of the National Building Code of Canada (NBCC) will adopt a companion-action format for load combinations and specify wind and snow loads based on their 50 year return period values. This paper presents the calibration of these factors, based on statistics for dead load, live load due to use and occupancy, snow load, and wind load, which are summarized in a companion paper. A target reliability index of approximately 3 for a design life of 50 years was adopted for consistency with the 1995 NBCC. The load combinations and load factors for strength and stability checks recommend
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Newark, M. J., L. E. Welsh, R. J. Morris, and W. V. Dnes. "Revised ground snow loads for the 1990 National Building Code of Canada." Canadian Journal of Civil Engineering 16, no. 3 (1989): 267–78. http://dx.doi.org/10.1139/l89-052.

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The last systematic recalculation of ground snow loads in the Supplement to the National Building Code of Canada was made in 1977 and used data up to 1975. Data from three times as many stations are now available and there is also an additional 10 years of record. Using this expanded data base, ground snow loads have been recalculated for the 1990 Supplement.Several changes in methods have been utilized, the most significant of which is the use of an objective technique to estimate ground snow loads at Code (or other) locations. It explicitly incorporates an assumed dependence of the snow load
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Hirashima, Hiroyuki, Tsutomu Iyobe, Katsuhisa Kawashima, and Hiroaki Sano. "Development of a Snow Load Alert System, “YukioroSignal” for Aiding Roof Snow Removal Decisions in Snowy Areas in Japan." Journal of Disaster Research 15, no. 6 (2020): 688–97. http://dx.doi.org/10.20965/jdr.2020.p0688.

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This study developed a snow load alert system, known as the “YukioroSignal”; this system aims to provide a widespread area for assessing snow load distribution and the information necessary for aiding house roof snow removal decisions in snowy areas of Japan. The system was released in January 2018 in Niigata Prefecture, Japan, and later, it was expanded to Yamagata and Toyama prefectures in January 2019. The YukioroSignal contains two elements: the “Quasi-Real-Time Snow Depth Monitoring System,” which collects snow depth data, and the numerical model known as SNOWPACK, which can calculate the
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Taylor, Donald A. "Snow on two-level flat roofs — measured vs. 1990 NBC loads." Canadian Journal of Civil Engineering 19, no. 1 (1992): 59–67. http://dx.doi.org/10.1139/l92-006.

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Between 1967 and 1982, depths and specific gravities of snow were recorded on 44 single- and multi-level flat-roofed buildings between Halifax and Edmonton. The average density of snow in the drifts where the roofs change elevation was about 3.0 kN/m3, the value used consequently in the 1990 National Building Code of Canada (NBC). This is some 25% higher than the value used in the 1985 NBC. Data on drift geometry and maximum loads in the drifts are presented and compared with provisions in the 1990 NBC. As well, the paper presents measured values of average and maximum roof-to-ground load rati
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Pichugin, S. F. "STATISTICAL SUBSTANTIATION OF SNOW LOAD STANDARDS ON BUILDING STRUCTURES." Modern structures of metal and wood, no. 25 (August 2021): 103–18. http://dx.doi.org/10.31650/2707-3068-2021-25-103-118.

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Ensuring the reliability and safety of buildings and structures largely depends on a proper understanding of nature and quantitative description and rationing of loads on building structures, including snow loads. These loads on structures have a very complex physical nature and changeable nature, requiring knowledge of thermodynamic processes in the atmosphere and soil, physical properties of snow, methods of meteorological observations and climatological description of the terrain, variability of loads, the nature of snow deposition on buildings and structures. Such features are to some exte
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Lehtonen, Ilari, Matti Kämäräinen, Hilppa Gregow, Ari Venäläinen, and Heli Peltola. "Heavy snow loads in Finnish forests respond regionally asymmetrically to projected climate change." Natural Hazards and Earth System Sciences 16, no. 10 (2016): 2259–71. http://dx.doi.org/10.5194/nhess-16-2259-2016.

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Abstract. This study examined the impacts of projected climate change on heavy snow loads on Finnish forests, where snow-induced forest damage occurs frequently. For snow-load calculations, we used daily data from five global climate models under representative concentration pathway (RCP) scenarios RCP4.5 and RCP8.5, statistically downscaled onto a high-resolution grid using a quantile-mapping method. Our results suggest that projected climate warming results in regionally asymmetric response on heavy snow loads in Finnish forests. In eastern and northern Finland, the annual maximum snow loads
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Irwin, P. A., S. L. Gamble, and D. A. Taylor. "Effects of roof size, heat transfer, and climate on snow loads: studies for the 1995 NBC." Canadian Journal of Civil Engineering 22, no. 4 (1995): 770–84. http://dx.doi.org/10.1139/l95-087.

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As roof sizes increase, the ability of the wind to reduce the uniform snow loads is diminished, thus resulting in higher uniform loads. Results of recent research into this size effect and the influence of heat loss through roofs in four Canadian cities (St. John's, Montreal, Saskatoon, and Edmonton) using the finite area element method are described and snow load formulae for uniform loads on large roofs are proposed. Also, the drift loading on lower roofs adjacent to large area upper roofs has been studied using similar techniques, and revised formulae for the peak loading in the drift at th
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Dissertations / Theses on the topic "Snow loads"

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Hao, Nguyen Anh. "Parallel lamella dome under wind and snow loads." Thesis, Virginia Polytechnic Institute and State University, 1986. http://hdl.handle.net/10919/101117.

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A well structured computer program has been developed to perform geometrically nonlinear finite element analysis of space trusses and to study the sensitivity of parallel lamella dome under wind and snow loads. The modified Riks/Wempner method is used to perform the prebuckling and postbuckling analysis. The European Convention for Constructional Steelwork (ECCS code) is used as the code of practice for design wind pressures on domes. Failures of domes have occurred during snow storms and have attributed to heavy local snow concentrations. Most codes of practice do not provide design wind and
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Browning, Stephen E. "Computer Program for the Analysis of Loads on Buildings Using the ASCE 7-93 Standard Minimum Design Loads on Buildings and Other Structures." Master's thesis, Virginia Tech, 1998. http://hdl.handle.net/10919/37170.

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A computer program for the analysis of loads on buildings is developed. The program determines wind loads, earthquake loads, and snow loads according to the ASCE 7-93 Standard Minimum Design Loads for Buildings and Other Structures (ASCE 7-93). The program is developed using the object-oriented programming methodology and runs on the Microsoft Windows 95 graphical environment. It is a valuable and useful tool for determining loads on buildings.<br>Master of Engineering
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Cook, Byron Lloyd. "An investigation of an existing aluminum lattice dome under snow loads." Thesis, This resource online, 1991. http://scholar.lib.vt.edu/theses/available/etd-08042009-040245/.

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Murcia, A. J. (Armando J. ). "Analytical modelling of the performance of a snow deposit under plate loading." Thesis, McGill University, 1987. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=64057.

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Molloy, Sean J. "Finite Element Analysis of a Pair of Leaning Pressurized Arch-Shells Under Snow and Wind Loads." Thesis, Virginia Tech, 1998. http://hdl.handle.net/10919/36608.

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A structure comprised of two arches that lean against each other at the apex is considered. The arches are thin shells with internal pressure. This type of structure with solid arches has been used in bridges, such as the Gateway Arch Bridge in Columbus, Indiana, U.S.A., the Monongahela River Bridge in Pittsburgh, Pennsylvania, U.S.A., and a pedestrian bridge at the Pacific Tower in Paris, France. A series of leaning arches was incorporated in the frame of the Museum of the Moving Image, a temporary structure in London, England, during 1992-1994. Pressurized arch-shells made of a flexible
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Bengtsson, Marcus, and Sofie Reinholdsson. "Avhjälpande åtgärder vid snölaster på låglutande industritak med långa spännvidder." Thesis, Jönköping University, JTH, Byggnadsteknik och belysningsvetenskap, 2021. http://urn.kb.se/resolve?urn=urn:nbn:se:hj:diva-53970.

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Purpose: When introducing new construction standards arises some uncertainties due to overlapping with the old construction standards. Because of these uncertainties’ roofs have collapsed due to excessive snow loads. To ensure a safe workplace for companies responsible for snow removal, accepted means in connection with snow removal and the work environment will be studied. The final goal is to find and study new methods to make the work safer and more efficient. Method: The work contains both qualitative and quantitative data. The method is a case study with the data collection techniques mea
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Landi, Filippo [Verfasser], Hermann G. [Akademischer Betreuer] Matthies, and Pietro [Akademischer Betreuer] Croce. "A general methodology for the assessment of the impact of climate change – evaluation of snow loads / Filippo Landi ; Hermann G. Matthies, Pietro Croce." Braunschweig : Technische Universität Braunschweig, 2021. http://d-nb.info/1225038243/34.

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Jigander, Max. "Strategic considerations at expansion - Economical and design consequences by snow load regulation." Thesis, Linköpings universitet, Medie- och Informationsteknik, 2013. http://urn.kb.se/resolve?urn=urn:nbn:se:liu:diva-95241.

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Because of the new introduced snow loads a higher demand is applied on buildings in Jonkoping area. The reason that the value has increased is partly because new load combinations that is applied on dimension equations but also because of the intensified precipitation. Additional reasons to the updated standards are that several roofs with large spans have in recent years collapsed in Sweden. When using design equations on existing constructions, new standards must be applied, whether if the structure is further back designed with older standards. Due to the case, the new standards result in a
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Bean, Brennan L. "Interval-Valued Kriging Models with Applications in Design Ground Snow Load Prediction." DigitalCommons@USU, 2019. https://digitalcommons.usu.edu/etd/7579.

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One critical consideration in the design of buildings constructed in the western United States is the weight of settled snow on the roof of the structure. Engineers are tasked with selecting a design snow load that ensures that the building is safe and reliable, without making the construction overly expensive. Western states use historical snow records at weather stations scattered throughout the region to estimate appropriate design snow loads. Various mapping techniques are then used to predict design snow loads between the weather stations. Each state uses different mapping techniques to c
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Goh, Julian Kok Seng. "Analysis of Pressurized Arch-Shells." Thesis, Virginia Tech, 1998. http://hdl.handle.net/10919/35576.

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A pressurized arch-shell structural component made of flexible material is considered. The component is inflated with high internal pressure. The behavior of similar types of structures, such as a pair of leaning pressurized arches and pressurized arch-supported membrane shelters, has been investigated in the past. More recently, several types of pressurized structures have been incorporated as part of the framework for a variety of structural systems. Particularly, the U.S. Army has been investigating the use of large lightweight and transportable pressurized arch-shell structures to be
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Books on the topic "Snow loads"

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Leslie, Lynn D. Snow loads in Alaska. Arctic Environmental Information and Data Center, University of Alaska-Fairbanks, 1987.

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O'Rourke, Michael J. Snow loads: Guide to the snow load provisions of ASCE 7-05. American Society of Civil Engineers, 2007.

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International Council for Building Research, Studies and Documents. Working Commission W81, ed. Actions on structures snow loads. CIB, 1991.

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International Council for Building Research Studies and Documentation. Working Commission W81. Actions on structures: Snow loads. CIB, 1991.

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American Society of Civil Engineers, ed. Snow loads: Guide to the snow load provisions of ASCE 7-10. ASCE Press, 2010.

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Michael, O'Rourke, ed. Snow Loads on Solar-Paneled Roofs. American Society of Civil Engineers, 2016.

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Żurański, Jerzy Antoni. Obcia̜żenie śniegiem w Polsce: Snow loads in Poland. Wydawn. Inst. Techniki Budowlanej, 2009.

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Azuma, David L. Estimating snow load in Calfornia for three recurrence intervals. U.S. Dept. of Agriculture, Forest Service, Pacific Southwest Forest and Range Experiment Station, 1985.

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D, Moskalev I͡U. Laviny i lavinnye nagruzki. Moskovskoe otd-nie Gidrometeoizdata, 1985.

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Azuma, David L. Estimating snow load in California for three recurrence intervals. U.S. Dept. of Agriculture, Forest Service, Pacific Southwest Forest and Range Experiment Station, 1985.

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Book chapters on the topic "Snow loads"

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Hadžović, Rašid, and Bakir Krajinović. "Map of Characteristic Snow Loads on the Ground of Bosnia and Herzegovina." In New Technologies, Development and Application II. Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-18072-0_88.

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Poryvaev, Ilya, Aleksandr Semenov, and Marat Safiullin. "Aerodynamic Research of Wind and Snow Loads on the Cylinder Tank Roofs." In Design, Fabrication and Economy of Metal Structures. Springer Berlin Heidelberg, 2013. http://dx.doi.org/10.1007/978-3-642-36691-8_81.

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Tsybulnyk, Serhii. "Protection of Buildings and Engineering Structures from the Effects of Wind and Snow Loads." In Studies in Systems, Decision and Control. Springer Nature Switzerland, 2025. https://doi.org/10.1007/978-3-031-82035-9_9.

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Singh, A. K. "Snow Load." In Encyclopedia of Earth Sciences Series. Springer Netherlands, 2011. http://dx.doi.org/10.1007/978-90-481-2642-2_683.

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"Partial Loads." In Snow Loads. American Society of Civil Engineers, 2023. http://dx.doi.org/10.1061/9780784416136.ch05.

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"Unbalanced Loads." In Snow Loads. American Society of Civil Engineers, 2023. http://dx.doi.org/10.1061/9780784416136.ch06.

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"Unbalanced Loads." In Snow Loads. American Society of Civil Engineers, 2004. http://dx.doi.org/10.1061/9780784407257.ch06.

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"Partial Loads." In Snow Loads. American Society of Civil Engineers, 2007. http://dx.doi.org/10.1061/9780784408575.ch05.

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"Unbalanced Loads." In Snow Loads. American Society of Civil Engineers, 2007. http://dx.doi.org/10.1061/9780784408575.ch06.

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"Partial Loads." In Snow Loads. American Society of Civil Engineers, 2010. http://dx.doi.org/10.1061/9780784411117.ch05.

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Conference papers on the topic "Snow loads"

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Liu, Quan, Ziwen Xu, Ziyu Liu, and Chen Chen. "A Comprehensive Strategy involving Load Restoration and Pavement De-icing for Intelligent Connected Highways after Snow-Ice Disasters." In 2024 IEEE 8th Conference on Energy Internet and Energy System Integration (EI2). IEEE, 2024. https://doi.org/10.1109/ei264398.2024.10990450.

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M S, Bhuvaneswari, and Bala Ganesh N. "Optimized Energy-Efficient Routing for IoT Wireless Sensor Networks with Load Balancing using Sparse Autoencoder Capsule Network and Snow Geese Algorithm." In 2024 Second International Conference on Intelligent Cyber Physical Systems and Internet of Things (ICoICI). IEEE, 2024. http://dx.doi.org/10.1109/icoici62503.2024.10696666.

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McCauley, Abigail J., Kevin Knuuti, and Paul F. Mlakar. "Ground Snow Loads Revisited." In 16th International Conference on Cold Regions Engineering. American Society of Civil Engineers, 2015. http://dx.doi.org/10.1061/9780784479315.029.

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Naqvi, Dawar, Eric Wey, and Michael O'Rourke. "Snow Loads on Non-Building Structures." In Structures Congress 2012. American Society of Civil Engineers, 2012. http://dx.doi.org/10.1061/9780784412367.129.

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Ratakonda, Rahul. "Snow Loads on Air Supported Structures." In Eighth Congress on Forensic Engineering. American Society of Civil Engineers, 2018. http://dx.doi.org/10.1061/9780784482018.074.

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Irwin, Peter A. "Wind and Snow Loads—An International Perspective." In Structures Congress 2010. American Society of Civil Engineers, 2010. http://dx.doi.org/10.1061/41130(369)194.

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Dale, Jan, Chris Oreskovic, and Megan Dicks. "Refinement of Snow Loads Using Model Studies." In Structures Congress 2020. American Society of Civil Engineers, 2020. http://dx.doi.org/10.1061/9780784482896.045.

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Cocca, John, and Michael O'Rourke. "Mathematical Simulation of 50-Year Snow Drift Loads." In Structures Congress 2008. American Society of Civil Engineers, 2008. http://dx.doi.org/10.1061/41016(314)150.

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Croce, Pietro, Paolo Formichi, and Filippo Landi. "Reliability of Roof Structures Subjected to Snow Loads." In Proceedings of the 29th European Safety and Reliability Conference (ESREL). Research Publishing Services, 2020. http://dx.doi.org/10.3850/978-981-14-8593-0_4456-cd.

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Sopper, Regina, Claude Daley, Bruce Colbourne, and Stephen Bruneau. "The Influence of External Boundary Conditions on Ice Loads in Ice-Structure Interactions." In ASME 2016 35th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2016. http://dx.doi.org/10.1115/omae2016-54277.

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Design ice loads are generally derived from field measurements or laboratory experiments. The latter commonly neglect the circumstance that most ice-structure interactions occur underwater, despite the fact that studies report higher ice loads if water is present. Other than a few studies on ice extrusion processes, most investigations on ice loads also do not specifically consider the presence of snow or granular ice at the ice-structure interface. To elucidate the influence of water, snow and crushed ice, as external boundary conditions, on ice load magnitude, 71 small-scale laboratory tests
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Reports on the topic "Snow loads"

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Tobiasson, Wayne, James Buska, Alan Greatorex, Jeff Tirey, and Joel Fisher. Ground Snow Loads for New Hampshire. Defense Technical Information Center, 2002. http://dx.doi.org/10.21236/ada399953.

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Tobiasson, Wayne, James Buska, Alan Greatorex, Jeff Tirey, Joel Fisher, and Steve Johnson. Developing Ground Snow Loads for New Hampshire. Defense Technical Information Center, 2000. http://dx.doi.org/10.21236/ada434930.

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Buska, James, Alan Greatorex, and Wayne Tobiasson. Site-specific case studies for determining ground snow loads in the United States : case study spreadsheet. Engineer Research and Development Center (U.S.), 2020. http://dx.doi.org/10.21079/11681/37574.

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Azuma, David L. Estimating snow load in California for three recurrence intervals. U.S. Department of Agriculture, Forest Service, Pacific Southwest Forest and Range Experiment Station, 1985. http://dx.doi.org/10.2737/psw-rn-379.

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Taku, Ueda, Kato Aitaro, Christopher Johnson, and Terekawa Toshiko. Seasonal modulation of crustal seismicity in northeastern Japan driven by snow load. Office of Scientific and Technical Information (OSTI), 2023. http://dx.doi.org/10.2172/2386903.

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Carruth, William, Terry Melendy, George Blaisdell, et al. Extreme cold weather airfield damage repair testing at Goose Bay Air Base, Canada. Engineer Research and Development Center (U.S.), 2024. http://dx.doi.org/10.21079/11681/48158.

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Rapid Airfield Damage Recovery (RADR) technologies have proven successful in temperate and subfreezing temperatures but have not been evaluated in extreme cold weather temperatures near 0°F. To address this capability gap, laboratory-scale and full-scale testing was conducted at these temperatures. Methods developed for moderate climates were adapted and demonstrated alongside methods that used snow harvested on-site as compacted backfill. After only a few days of training, seven experimental repairs were conducted by Canadian airmen at Goose Bay Air Base in Labrador, Canada, and load tested w
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Venäläinen, Ari, Sanna Luhtala, Mikko Laapas, et al. Sää- ja ilmastotiedot sekä uudet palvelut auttavat metsäbiotaloutta sopeutumaan ilmastonmuutokseen. Finnish Meteorological Institute, 2021. http://dx.doi.org/10.35614/isbn.9789523361317.

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Climate change will increase weather induced risks to forests, and thus effective adaptation measures are needed. In Säätyö project funded by the Ministry of Agriculture and Forestry, we have summarized the data that facilitate adaptation measures, developed weather and climate services that benefit forestry, and mapped what kind of new weather and climate services are needed in forestry. In addition, we have recorded key further development needs to promote adaptation. The Säätyö project developed a service product describing the harvesting conditions of trees based on the soil moisture asses
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Desiderati, Christopher. Carli Creek Regional Water Quality Project: Assessing Water Quality Improvement at an Urban Stormwater Constructed Wetland. Portland State University, 2022. http://dx.doi.org/10.15760/mem.78.

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Stormwater management is an ongoing challenge in the United States and the world at-large. As state and municipal agencies grapple with conflicting interests like encouraging land development, complying with permits to control stormwater discharges, “urban stream syndrome” effects, and charges to steward natural resources for the long-term, some agencies may turn to constructed wetlands (CWs) as aesthetically pleasing and functional natural analogs for attenuating pollution delivered by stormwater runoff to rivers and streams. Constructed wetlands retain pollutants via common physical, physico
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