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Dissertations / Theses on the topic 'Snow loads'

Author: Grafiati

Published: 4 June 2021

Last updated: 25 July 2025

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1

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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2

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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3

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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4

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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5

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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6

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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7

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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8

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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9

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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10

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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11

Vijayan, Arya. "Quality of snow deposited in urban areas : Storage, load assessment and release of selected pollutants with snowmelt." Licentiate thesis, Luleå tekniska universitet, Arkitektur och vatten, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-80795.

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Snow deposited in urban areas is exposed to pollutants originating from traffic, wet and dry atmospheric deposition, de-icing chemicals and traction materials. The conventional pollutants found in urban snow include solids (TSS), metals (Zn, Cu, Cd, Pb, etc.), Polycyclic Aromatic Hydrocarbons (PAHs), and chlorides. Microplastics (MPs) are emerging pollutants of interest and their presence in urban snow was reported only recently. The pollutants accumulate in snow deposits over time and may be released when snow melts, and the resulting snowmelt may carry pollutants to the receiving waters. Und

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12

Nordqvist, My. "Classify part of day and snow on the load of timber stacks : A comparative study between partitional clustering and competitive learning." Thesis, Mittuniversitetet, Institutionen för informationssystem och –teknologi, 2021. http://urn.kb.se/resolve?urn=urn:nbn:se:miun:diva-42238.

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In today's society, companies are trying to find ways to utilize all the data they have, which considers valuable information and insights to make better decisions. This includes data used to keeping track of timber that flows between forest and industry. The growth of Artificial Intelligence (AI) and Machine Learning (ML) has enabled the development of ML modes to automate the measurements of timber on timber trucks, based on images. However, to improve the results there is a need to be able to get information from unlabeled images in order to decide weather and lighting conditions. The objec

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13

Vidová, Miriama. "Objekt střediska živočišné výroby." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-391888.

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My diploma theisis is focused on design and assessment of structural systém of industrial building in tended for livestock farming. The design is processed in two options. Both oft hem has the same dimensions but cross sections of the supporting elements are changed. Floor plan of the first part is a rectangular shape, dimension is 29,28 m x 24,8 m. Floor plan of the second part is a rectangular shape, dimension is 161,18 m x 46,8 m. Slope of saddle roof is 18°.

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14

Šandor, Peter. "Víceúčelová sportovní hala." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-409834.

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The goal of my thesis is the design of a multipurpose sport hall in Litoměřice locality made in two separate variants. Objects ground plan dimensions are 38x38 meters and the height of the object is 16 meters. Used material is S235 steel and C20/25 concrete. The periphery and roof casing of the object is realized from sandwich panels. The carrying construction of the object is made from cross truss, oblong truss and from pillars. Thesis consists of assessing the carrying elements of the construction, selected details and drawing documentation.

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15

Rudani, Manan Sureshbhai, and Hampus Ring. "Strength Analysis of Deployable Hangar." Thesis, Linköpings universitet, Mekanik och hållfasthetslära, 2021. http://urn.kb.se/resolve?urn=urn:nbn:se:liu:diva-179926.

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It is of interest to investigate extended usability of Saab’s Deployable Aircraft Maintenance facility(DAM) with respect to Eurocode standards. One of the features of the deployable hangar is that it shouldcomply with the structural strength standards for permanent buildings which requires compliance withEurocodes.Eurocodes are European standards which deals with the development of building and structural design.Compliance with Eurocodes works as a proof of requirement for mechanical strength, stability andsafety of structures. The Eurocodes were created by the European Committee for Standardi

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16

Tomčíková, Lucie. "Zimní stadion v Olomouci." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-409835.

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The content of the bachelor thesis is static verification and the desing of two options of a roofing of the winter stadium in Olomouc. The object has a rectangular plan of dimension 68 x 100 m, the minimum clearance is given by requirements of the operation of winter sports. Steel construction is made of steel strength class S355. The calculations are made according to valid norms ČSN EN.

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17

Klinga, Niloofar, and Tomas Selvad. "Beräkningsmall för vind- och snölast enligt Eurokoderna : Jämförelse mellan Stomstabiliseringssystem av en industribyggnad." Thesis, KTH, Byggvetenskap, 2015. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-174075.

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Examensarbetet kom som en förfrågan från företaget Northpower stålhallar AB som var i behov av en beräkningsmall för vind- och snölast. Beräkningsmallen utformas i Microsoft Excel och den ska möta de önskemål och krav som tillkommer vid projektering av en hallbyggnad. Beräkningsmallen grundas på en litteraturstudie av vind- och snölast kapitlen i Eurokoderna som inleder den teoretiska delen av rapporten. För att se skillnader mellan stomstabiliseringssystem som vanligen används i hallbyggnader, utfördes en litteraturstudie på vanligt förekommande systemen. En kraftanalys vid olika placeringar

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18

Řeháček, Jakub. "Výstavní pavilon." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227320.

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The thesis deals with the design and review of the supporting structure of the exhibition pavilion in the suburb of Brno. The design is shaped dome built over the octagonal floor plan with eight lateral niches. The pavilion is 30m wide and 8 meters tall.

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19

Nyman, Joar. "Montagekvalité av solcellsinstallationer i Mellansverige : En utvärdering av hållfasthet för installerade solcellsanläggningar." Thesis, Högskolan i Gävle, Avdelningen för byggnadsteknik, energisystem och miljövetenskap, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:hig:diva-32857.

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Antal installerade solcellsanläggningar har ökat drastiskt de senaste åren i Sverige, och utsikten för ökad mängd solel i Sverige är mycket god, med prognoser på kraftig tillväxt av installerade solcellsanläggningar de kommande åren. Detta med bakgrund att utvecklingen av solcellspaneler har gjort att priset har sjunkit, samt politiska beslut har gjort det lönsamt att investera i solcellsanläggningar i Sverige. Dessa förutsättningar har lagt grunden för en ny växande bransch, solcellsinstallationer. Risken vid en ny och snabbt växande bransch är att kunskapen inom ämnet för de som är verksamma

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20

Fabiánová, Lucie. "Přepočet a variantní návrh nosných konstrukcí objektů administrativního centra." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226643.

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The aim of this thesis was to develop assessments of existing supporting structure of a rectangular object and design of new options for rectangular and cylindrical object administrative center in the Jihomoravská plynárenská, a.s. in Brno. According to the task have been recalculated construction and design of new structures in accordance with applicable standards. New design of both buildings (rectangular and cylindrical) came from several studies.

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21

Embleton, Karla Marie. "An expert system approach to establish design snow and wind loads." 1990. http://hdl.handle.net/1993/17164.

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22

Landi, Filippo. "A general methodology for the assessment of the impact of climate change - Evaluation of snow loads." Doctoral thesis, 2019. http://hdl.handle.net/2158/1174778.

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Structural design of buildings and infrastructures is significantly influenced by the definition of climatic actions (snow, wind and thermal loads) that the structure shall withstand during its life, which could be significantly greater than the design service life. Therefore, the impact of climate change on climatic actions could significantly affect, in the mid-term future, the design of new structures as well as the reliability of existing ones designed in accordance to the provisions of present and past codes, which are based on the assumption of stationary climate conditions. In this w

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23

Agrawal, Keshav Chandra. "Analysis of snow behaviour under small and medium loads and dependence of response characteristics on microstructure." Thesis, 1993. http://localhost:8080/xmlui/handle/12345678/2914.

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24

Hefny, Reham Mahmoud. "Numerical and experimental investigation of the influence of dynamic loads on wet snow shedding from overhead cables." Thèse, 2013. http://constellation.uqac.ca/2679/1/030583698.pdf.

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Plusieurs types de givrages atmosphériques peuvent se déposer sur les lignes aériennes de transport d'énergie électrique incluant la neige collante lourde et adhérente, le givre dur, le givre mou et la glace à haute densité. Des dépôts de neige sur les structures exposées peuvent avoir un impact sur le fonctionnement, la sécurité et la fiabilité mécanique. Plus spécifiquement sur les lignes aériennes de transport d'énergie électrique, les charges de gravité résultant de Paccrétion de la neige lourde combinée aux charges du vent sur la neige peuvent causer des dommages structuraux, une rupture

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25

Gies, Andrew. "Full-scale snow load simulations on a fabric covered steel arch structure." 2008. http://hdl.handle.net/1993/20924.

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