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Journal articles on the topic 'Evaluation of roof cladding'

Author: Grafiati

Published: 4 June 2021

Last updated: 8 February 2022

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1

Lee, In Ho, Sang Woo Park, Kwang Il Ko, Mi Ja Chung, and Eun Taik Lee. "Evaluation of Pull-Out Strength of Connections with Roof Cladding using Honey Comb Panel Secured Cool Roof Performance." Journal of Korean Society of Steel Construction 28, no. 3 (2016): 139–49. http://dx.doi.org/10.7781/kjoss.2016.28.3.139.

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2

K. T. Niu and K. G. Gebremedhin. "EVALUATION OF INTERACTION OF WOOD FRAMING AND METAL-CLADDING IN ROOF DIAPHRAGMS." Transactions of the ASAE 40, no. 2 (1997): 465–76. http://dx.doi.org/10.13031/2013.21274.

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3

Uematsu, Yasushi, and Raku Tsuruishi. "Wind load evaluation system for the design of roof cladding of spherical domes." Journal of Wind Engineering and Industrial Aerodynamics 96, no. 10-11 (2008): 2054–66. http://dx.doi.org/10.1016/j.jweia.2008.02.051.

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4

Park, Sang-Woo, In-Ho Lee, Kwang-Il Ko, and E. T. Lee. "Evaluation of the pull-out strength of connections with roof cladding using honeycomb panels with cool roof performance capacity." International Journal of Steel Structures 16, no. 2 (2016): 505–16. http://dx.doi.org/10.1007/s13296-016-6020-2.

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5

Medhekar, M. S., and DJL Kennedy. "Seismic evaluation of single-storey steel buildings." Canadian Journal of Civil Engineering 26, no. 4 (1999): 379–94. http://dx.doi.org/10.1139/l99-002.

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The seismic performance of single-storey steel buildings, with concentrically braced frames and a roof diaphragm that acts structurally, is evaluated. The buildings are designed in accordance with the National Building Code of Canada 1995 and CSA Standard S16.1-94 for five seismic zones in western Canada with seismicities ranging from low to high. Only frames designed with a force modification factor of 1.5 are considered. Analytical models of the building are developed, which consider the nonlinear seismic behaviour of the concentrically braced frame, the strength and stiffness contributions

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6

Mahendra Prabhu, N., K. A. Gopal, S. Murugan, et al. "Determining the feasibility of identifying creep rupture of stainless steel cladding tubes on-line using acoustic emission technique." International Journal of Structural Integrity 6, no. 3 (2015): 410–18. http://dx.doi.org/10.1108/ijsi-08-2014-0038.

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Purpose – The purpose of this paper is to determine the feasibility of identifying the creep rupture of reactor cladding tubes using acoustic emission technique (AET). Design/methodology/approach – The creep rupture tests were carried out by pressuring stainless steel capsules upto 6 MPa at room temperature and then heating continuously in a furnace upto rupture. The acoustic emission (AE) signals generated during the creep rupture tests were recorded using a 150 kHz resonant sensor and analysed using AE Win software. Findings – When rupture occurs in the pressurized capsule tube representing

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7

Groma, István, Ildikó Szenthe, Éva Ódor, et al. "Evolution of dislocation microstructure in irradiated Zr alloys determined by X-ray peak profile analysis." Journal of Applied Crystallography 54, no. 1 (2021): 280–86. http://dx.doi.org/10.1107/s1600576720015885.

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During neutron irradiation of metals, owing to the enhanced number of vacancies and interstitial atoms, the climb motion of dislocations becomes significant at room temperature, leading to a recrystallization of the material. Moreover, the vacancies and interstitial atoms tend to form prismatic dislocation loops that play a crucial role in the plastic properties of the materials. X-ray peak profile analysis is an efficient nondestructive method to determine the properties of dislocation microstructure. In the first half of this article, the foundation of the asymptotic peak broadening theory a

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8

Krampikowska, Aleksandra, and Anna Adamczak – Bugno. "Evaluation of destructive processes in FRC composites using time-frequency analysis of AE signals." MATEC Web of Conferences 262 (2019): 06006. http://dx.doi.org/10.1051/matecconf/201926206006.

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Modern fiber-cement boards currently used in construction are made of natural raw materials such as cement, cellulose fibers and of polyvinyl alcohol (PVA) and water. They replaced the eternitic plates, which were harmful to health, originated by Ludwig Hatschek. Materials made of fiber-cement are used in construction industry as a building and finishing material for facades, internal walls and roofs. Therefore, they are exposed to environmental conditions including rainfall and temperature changes, and in particular to frequent temperature transition through 0°C in a 24-hour cycle (cyclic fre

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9

Miller, Connell S., Gregory A. Kopp, and Murray J. Morrison. "Aerodynamics of air-permeable multilayer roof cladding." Journal of Wind Engineering and Industrial Aerodynamics 207 (December 2020): 104409. http://dx.doi.org/10.1016/j.jweia.2020.104409.

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10

Krige, G. J. "Stiffness of Profiled Sandwich Panel Roof Cladding." Journal of Structural Engineering 113, no. 8 (1987): 1725–37. http://dx.doi.org/10.1061/(asce)0733-9445(1987)113:8(1725).

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11

Mahendran, M., and D. Mahaarachchi. "Splitting Failures in Trapezoidal Steel Roof Cladding." Journal of Performance of Constructed Facilities 18, no. 1 (2004): 4–11. http://dx.doi.org/10.1061/(asce)0887-3828(2004)18:1(4).

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12

Tatsa, E. Z. "Long Span Roofs with an Active Surface." International Journal of Space Structures 2, no. 2 (1987): 67–75. http://dx.doi.org/10.1177/026635118700200201.

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The paper compares long span lightweight roof structures with passive and active cladding surfaces. The potential of cover surfaces which take part in the gravity load transfer system is shown. An economical study of five roof types with corrugated steel cladding is summarized. The advantage of using ferrocement surfaces is discussed and data from results of tests on a model beam are presented. Some aspects of further research and development are pointed out.

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13

Kettle, Jeff, Noel Bristow, Tracy K. N. Sweet, et al. "Three dimensional corrugated organic photovoltaics for building integration; improving the efficiency, oblique angle and diffuse performance of solar cells." Energy & Environmental Science 8, no. 11 (2015): 3266–73. http://dx.doi.org/10.1039/c5ee02162f.

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14

Suresh Kumar, K., and T. Stathopoulos. "Fatigue analysis of roof cladding under simulated wind loading." Journal of Wind Engineering and Industrial Aerodynamics 77-78 (September 1998): 171–83. http://dx.doi.org/10.1016/s0167-6105(98)00141-x.

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15

Xu, Y. L. "Determination of Wind-Induced Fatigue Loading on Roof Cladding." Journal of Engineering Mechanics 121, no. 9 (1995): 956–63. http://dx.doi.org/10.1061/(asce)0733-9399(1995)121:9(956).

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16

Ginger, J. D. "Characteristics of wind loads on roof cladding and fixings." Wind and Structures 4, no. 1 (2001): 73–84. http://dx.doi.org/10.12989/was.2001.4.1.073.

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17

Wacker, J., R. Friedrich, E. J. Plate, and U. Bergdolt. "Fluctuating wind load on cladding elements and roof pavers." Journal of Wind Engineering and Industrial Aerodynamics 38, no. 2-3 (1991): 405–18. http://dx.doi.org/10.1016/0167-6105(91)90058-5.

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18

Kind, R. J. "Predicting pressure distribution underneath loose laid roof cladding systems." Journal of Wind Engineering and Industrial Aerodynamics 51, no. 3 (1994): 371–79. http://dx.doi.org/10.1016/0167-6105(94)90069-8.

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19

Lovisa, A. C., D. J. Henderson, J. D. Ginger, and G. Walker. "Characterising fatigue macrocrack initiation in profiled steel roof cladding." Engineering Structures 125 (October 2016): 364–73. http://dx.doi.org/10.1016/j.engstruct.2016.07.020.

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20

Bartoš, Tomáš, and Jan Pěnčík. "Parametric Study of Air Flow Shape in Saddleback Double-Cladding Ventilated Roof on Input Velocity." Advanced Materials Research 871 (December 2013): 45–49. http://dx.doi.org/10.4028/www.scientific.net/amr.871.45.

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The study of air flow and its modelling is particularly focused on designing double-cladding roofs, which are recommended for buildings in wet conditions. Software ANSYS [, which uses CFD method, is used for the modelling. The primary issue concerning the design of ventilated double-cladding roofs is to select the optimum thickness of air cavity. The study shows that the shape of streamlines in the ventilated cavity of a double-cladding flat saddleback roof is not based on the input velocity. Based on the selected model, there is a blind spot in between 1.76 m and 4.23 m of the outer edge of t

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21

Mahendran, M., and R. B. Tang. "Pull-Out Strength of Steel Roof and Wall Cladding Systems." Journal of Structural Engineering 124, no. 10 (1998): 1192–201. http://dx.doi.org/10.1061/(asce)0733-9445(1998)124:10(1192).

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22

Kölsch, Philipp. "Hygrothermal simulation of cathedral ceiling roofs with ventilated roofing tiles." International Journal of Building Pathology and Adaptation 37, no. 4 (2019): 473–87. http://dx.doi.org/10.1108/ijbpa-06-2018-0049.

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Purpose The surface temperature of the sub-roof beneath the ventilation layer and the tiles is one of the most important factors for the hygrothermal performance of pitched roofs. The air layer between tiles and sub-roof and the air exchange with the outdoor air influence the heat transfer and therefore affect the moisture level inside the roof construction. The paper aims to discuss these issues. Design/methodology/approach This paper provides the results of a research project performed at Fraunhofer-Institute for Building Physics, based on field test results. The investigations analyze the t

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23

Majid, T. A., S. S. Zaini, M. K. A. Muhammad, and N. A. S. Nik Ahmad. "Experimental investigation on the pull through failure of roof cladding to purlin connection considering overhang roof." IOP Conference Series: Materials Science and Engineering 920 (September 19, 2020): 012011. http://dx.doi.org/10.1088/1757-899x/920/1/012011.

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24

Xu, Y. L. "Fatigue damage estimation of metal roof cladding subject to wind loading." Journal of Wind Engineering and Industrial Aerodynamics 72 (November 1997): 379–88. http://dx.doi.org/10.1016/s0167-6105(97)00254-7.

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25

Kind, R. J., M. G. Savage, and R. L. Wardlaw. "Prediction of wind-induced failure of loose laid roof cladding systems." Journal of Wind Engineering and Industrial Aerodynamics 29, no. 1-3 (1988): 29–37. http://dx.doi.org/10.1016/0167-6105(88)90142-0.

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26

Cheon, Dong-Jin, Yong-Chul Kim, Jong-Ho Lee, and Sung-Won Yoon. "Experimental Investigation of Wind Pressure Characteristics for Cladding of Dome Roofs." Materials 14, no. 18 (2021): 5266. http://dx.doi.org/10.3390/ma14185266.

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Cladding for dome roofs is often made of membrane materials that are light and easy to install. Due to these characteristics, wind damage to dome roof cladding is very common. In particular, open or retractable dome roofs are prone to wind damage because of inadequacies in wind load calculations. In this study, the wind pressure characteristics of a dome with a central opening were investigated. Wind tunnel tests were performed, and the pressure distribution was investigated by analyzing external and internal pressure coefficients. Based on the experimental results, the peak net pressure coeff

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27

Matějka, Libor, Libor Matějka, Jan Pěnčík, Alena Kalužová, Tomáš Pospíšil, and Darina Dostálová. "Use of Thermal Insulation Composite Material Based on Secondary Raw Materials for Elimination of Thermal Bridge in the Structure of Flat Roof Parapet." Applied Mechanics and Materials 174-177 (May 2012): 1455–58. http://dx.doi.org/10.4028/www.scientific.net/amm.174-177.1455.

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Energy consumption of building affects the economic burden during operation and maintenance. It is necessary to pay attention to reduction of heat loss during design and construction. For example, connecting a flat roof to the cladding creates a vertical thermal bridge, which is part of the structural detail of roof parapet. The possible way of its elimination is an application of thermal insulation blocks made of composite material based on secondary raw materials. Described solution is presented in the paper by finite element analysis.

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28

Skotnicova, Iveta, Petra Tymová, Zdeněk Galda, and Lenka Lausova. "Analysis of the Hygrothermal Performance of the Lightweight External Cladding." Advanced Materials Research 1041 (October 2014): 311–14. http://dx.doi.org/10.4028/www.scientific.net/amr.1041.311.

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This paper deals with the hygrothermal performance of timber-frame external cladding in a passive house. The wall and roof assemblies were simulated and analyzed with regard to hygrothermal performance. Different boundary conditions and methods were used for the simulation calculations. The results of the simulations were compared with in-situ measurements, which were carried out at an experimental passive house at East Czech Republic. Due to the results of simulations and measurements, it should be possible to evaluate accuracy of simulation methods for prediction of the hygrothermal performa

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29

Jing, Xiao-kun, and Yuan-qi Li. "Wind Tunnel Tests for Wind Pressure Distribution on Gable Roof Buildings." Scientific World Journal 2013 (2013): 1–11. http://dx.doi.org/10.1155/2013/396936.

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Gable roof buildings are widely used in industrial buildings. Based on wind tunnel tests with rigid models, wind pressure distributions on gable roof buildings with different aspect ratios were measured simultaneously. Some characteristics of the measured wind pressure field on the surfaces of the models were analyzed, including mean wind pressure, fluctuating wind pressure, peak negative wind pressure, and characteristics of proper orthogonal decomposition results of the measured wind pressure field. The results show that extremely high local suctions often occur in the leading edges of longi

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30

Ferreira, Cláudia, Ana Silva, Jorge de Brito, Ilídio S. Dias, and Inês Flores-Colen. "Maintenance Modelling of Ceramic Claddings in Pitched Roofs Based on the Evaluation of Their In Situ Degradation Condition." Infrastructures 5, no. 9 (2020): 77. http://dx.doi.org/10.3390/infrastructures5090077.

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Existing maintenance policies have several limitations, mainly due to the lack of knowledge regarding the durability and performance of buildings. Usually, the maintenance policies are insufficiently accurate, neglecting the risk of failure over time and the global costs associated with repairs. In this study, a condition-based maintenance model, based on Petri nets, is proposed to evaluate the impact of three maintenance strategies of ceramic claddings in pitched roofs (CCPR): MS1—only total replacement; MS2—composed of total replacement and minor intervention and MS3—composed of total replac

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31

Peterman, Kara, Mark Webster, James D'Aloisio, and Jerome Hajjar. "Cyclic Response of Steel Cladding Details with Fiber-Reinforced Polymer Shims." Key Engineering Materials 763 (February 2018): 787–93. http://dx.doi.org/10.4028/www.scientific.net/kem.763.787.

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Cladding details which span the building envelope are particularly susceptible to forming thermal bridges, where heat is transferred between interior and exterior, resulting in loss of energy. To prevent these thermal bridges, thermal breaks inserted in the cladding detail connection to the building interior are necessary. This paper summarizes recent work on the design, validation, and implementation of thermal break strategies. Fiber-reinforced polymer (FRP) shims were used to provide thermal breaks in steel connections of cladding details. The use of these shims was due to their combination

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32

RAUSCHER, BORIS, MICHAEL TROMPETER, and A. ERMAN TEKKAYA. "MANUFACTURING AND FORMING OF PARTIALLY CLADDED DOUBLE BLANKS." Journal of Advanced Manufacturing Systems 07, no. 01 (2008): 33–36. http://dx.doi.org/10.1142/s0219686708001048.

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The paper presents the manufacturing and hydroforming of partially cladded double blanks. This novel, semi-finished product can be produced by partial cold roll-bonded cladding. By printing a separating layer onto the contact surface beforehand, cold roll-bonded cladding, defined blank areas remain unjoined which can be bulged during hydroforming to a complex part. Favorable advantages result from the time and cost effective continuous joining process and the extended potential for a material combination aimed at optimally adapted multi-layer composites. Experimental investigations could prove

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33

Tian, Yuji, Haiwei Guan, Shuai Shao, and Qingshan Yang. "Provisions and comparison of Chinese wind load standard for roof components and cladding." Structures 33 (October 2021): 2587–98. http://dx.doi.org/10.1016/j.istruc.2021.06.011.

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34

Zhang, Hao, Shiwei Hou, Yiming Ding, Chao Li, and Pengfei Liu. "Fragility Comprehensive Assessment of Low-Rise Cold-Formed Steel Framed Wall Structure Subjected to Wind Load." Shock and Vibration 2021 (August 18, 2021): 1–17. http://dx.doi.org/10.1155/2021/6969967.

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This paper presents a comprehensive assessment method of the fragility of low-rise cold-formed steel (CFS) framed wall structures subjected to wind hazards considering the fragility of both the main structure and the cladding system. The effects of wind directions on the fragility of CFS framed wall structures were also studied. For the main structure, the fragility curve is established using the maximum interstory drift ratio (ISDRmax) as the performance index for assessing the wind fragility of the structure. For the cladding system, the probabilistic models of the wind load and the cladding

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35

Schabowicz, Krzysztof, Paweł Sulik, and Łukasz Zawiślak. "Reduction of Load Capacity of Fiber Cement Board Facade Cladding under the Influence of Fire." Materials 14, no. 7 (2021): 1769. http://dx.doi.org/10.3390/ma14071769.

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The paper analyzes the issue of the reduction of load capacity in fiber cement board during a fire. Fiber cement boards were put under the influence of fire by using a large-scale facade model. Such a model is a reliable source of knowledge about the behavior of facade cladding and the way fire spreads. One technical solution for external walls—a ventilated facade—is gaining popularity and is used more and more often. However, the problem of the destruction during a fire of a range of different materials used in external facade cladding is insufficiently recognized. For this study, the authors

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36

W. H. Allen, J. D. Harmon, D. E. Linvill, and M. V. Bramblett. "Evaluation of a Ceramic Roof Coating." Applied Engineering in Agriculture 9, no. 3 (1993): 309–15. http://dx.doi.org/10.13031/2013.25991.

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37

Bloudek, Karel. "Optimum cladding design of roof structures and glass-covered walls for swimming pool halls." Building Services Engineering Research and Technology 8, no. 1 (1987): 9–12. http://dx.doi.org/10.1177/014362448700800103.

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38

Nagy, Zsolt, Andrea Kelemen, Gelu Zaharia, and Béla Bács. "Comparative study between stressed skin effect of trapezoidal sheet and sandwich panel roof cladding." ce/papers 4, no. 2-4 (2021): 423–31. http://dx.doi.org/10.1002/cepa.1312.

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39

Erkoreka, Aitor, Ivan Flores-Abascal, Cesar Escudero, Koldo Martin, Jose Antonio Millan, and Jose Maria Sala. "Flat roof hygrothermal performance testing and evaluation." International Journal of Building Pathology and Adaptation 38, no. 1 (2019): 148–75. http://dx.doi.org/10.1108/ijbpa-02-2019-0015.

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Purpose Understanding the dynamic hygrothermal behavior of building elements is very important to ensure the optimal performance of buildings. The Laboratory for Quality Control in Buildings of the Basque Government tested a flat roof designed by a construction company that developed a building to be constructed using prefabricated modules. This is a five to eight floor building with ventilated façade and a flat roof covered by gravel with the possibility of changing it to a green cover. The paper aims to discuss this issue. Design/methodology/approach The interest of this research was threefo

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40

Preedawiphat, Pavaret, Numpon Mahayotsanun, Keerati Sa-ngoen, et al. "Mechanical Investigations of ASTM A36 Welded Steels with Stainless Steel Cladding." Coatings 10, no. 9 (2020): 844. http://dx.doi.org/10.3390/coatings10090844.

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The in-service life of ASTM A36 welded steel pipes in power plants is often shortened by ash corrosion. During the heating condition, the ash deposition on the welded steel pipes gradually reduces the thickness of the pipes, thus, reducing the lifetime. Instead of replacing the pipes with new ones, the cost could be significantly reduced if the lifetime could be further extended. Weld cladding was the method selected in this study to temporarily extend the service life of welded pipes. This paper performed the mechanical investigations of A36—A36 welded steel plates after coating the surfaces

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41

Van Seters, Tim, Lisa Rocha, Derek Smith, and Glenn MacMillan. "Evaluation of Green Roofs for Runoff Retention, Runoff Quality, and Leachability." Water Quality Research Journal 44, no. 1 (2009): 33–47. http://dx.doi.org/10.2166/wqrj.2009.005.

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Abstract This three-year study evaluates the quantity and quality of runoff from an extensive green roof on a multistory building in Toronto. Laboratory physical, chemical, and leachate analyses of eleven commercially available green roof growing media were also undertaken to help identify the potential influence that the growing media may have on runoff chemistry. Continuous precipitation and runoff data collected over 18 months outside of the winter period indicated that the green roof discharged 63% less runoff than a neighbouring conventional modified bitumen roof. Runoff volumes from the

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42

Li, Danyu, Bin Liu, and Yongfeng Cheng. "Wind Pressure Coefficients Zoning Method Based on an Unsupervised Learning Algorithm." Mathematical Problems in Engineering 2020 (February 14, 2020): 1–14. http://dx.doi.org/10.1155/2020/1670128.

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Damage of the cladding structures usually occurs from the wind-sensitive part, which can cause the damaged conditions to obviously vary from different areas especially on a large roof surface. It is necessary to design optimization due to the difference of wind loads by defining more accurate wind pressure coefficient (WPC) zones according to the wind vulnerability analysis. The existing wind pressure coefficient zoning methods (WPCZM) have successfully been used to characterize the simple roof shapes. But the solutions for the complex and irregular roof shapes generally rely on the empirical

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43

Brumovsky, M., M. Kytka, and R. Kopriva. "Cladding in RPV Integrity and Lifetime Evaluation." Procedia Engineering 130 (2015): 1544–53. http://dx.doi.org/10.1016/j.proeng.2015.12.323.

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44

Jia, Housheng, Kun Pan, Shaowei Liu, Bo Peng, and Kai Fan. "Evaluation of the Mechanical Instability of Mining Roadway Overburden: Research and Applications." Energies 12, no. 22 (2019): 4265. http://dx.doi.org/10.3390/en12224265.

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Under the superposed action of the primary rock stress and the mining stress, the compound roof of a roadway will have irregular plastic failure zone with greater depth, resulting in a wide range of non-uniform deformations and roof failures. Mastering the deformation and failure characteristics of this roof is essentially to recognize the development of the plastic zone of a compound roof. In this paper, the on-site roof detection method is mainly adopted to arrange a large number of boreholes for visualization and the deep displacement monitoring with the high-density points. Combined with n

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45

Bagoňa, Miloslav, Stanislav Tóth, and Richard Baláž. "Roof Structure Evaluation in Climatic Chamber Module." Advanced Materials Research 1041 (October 2014): 239–42. http://dx.doi.org/10.4028/www.scientific.net/amr.1041.239.

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The paper focuses on the assembly of equipment in experimental climate chambers with their respective sample envelopes and fenestration systems, which are involved in a measuring experiment. The prime aim is to design a logical and transparent system for gathering, evaluating and storing hygrothermal related data. This contribution further illustrates the installation of measurement points in test samples, the system of monitoring their physical properties, measurement results of roof system of the climatic chamber module and vapour barrier influence in roof structure on temperature damping ph

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46

Franks, Cyril M., and Jeffrey M. Lackner. "Social and Evaluation Anxiety Under One Roof." Contemporary Psychology: A Journal of Reviews 37, no. 8 (1992): 763–64. http://dx.doi.org/10.1037/032440.

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47

Al-Jamal, K., O. Alameddine, H. Al-Shami, and N. Shaban. "Passive cooling evaluation of roof pond systems." Solar & Wind Technology 5, no. 1 (1988): 55–65. http://dx.doi.org/10.1016/0741-983x(88)90089-6.

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48

Sarica, Selman, Nursel Yurttutan, Nagihan Bilal, Saime Sagiroglu, and Fatih Yazar. "An objective evaluation of the laryngeal roof." Annals of Medical Research 25, no. 4 (2018): 623. http://dx.doi.org/10.5455/annalsmedres.2018.06.115.

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49

Wu, Yong. "Evaluation of Pitched Roof Applied in Chinese Modern Architectural Design." Advanced Materials Research 518-523 (May 2012): 4431–34. http://dx.doi.org/10.4028/www.scientific.net/amr.518-523.4431.

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In Chinese history, pitched roof acted as cultural carrier and hierarchy symbols; it is still accepted as image of home today and widely used by architects. From three important aspects as connotation, function and aesthetics, this paper shows the value of pitched roof in modern architecture under Chinese background, and provides some recent experiments on inheriting of conventional pitched roof.

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50

Paek, Sun Young, Jang Youl You, Ki Pyo You, and Young Moon Kim. "Evaluation of Snow Load Using a Wind Tunnel on the Arched House." Advanced Materials Research 919-921 (April 2014): 88–94. http://dx.doi.org/10.4028/www.scientific.net/amr.919-921.88.

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A damage occurrence of single-span type greenhouse by heavy snowfall in Korea, M shape collapse where excessive snow load of the roof occurs frequently regardless of the area damaging all the roof rafters. Therefore, in this paper, the snowdrift pattern of the arched house by shape using snow wind tunnel simulation is necessary. Experimental results indicated that the snowfalls on the roof of the arched house occur variously depending on the shape and location. As a result of estimating the load standard by roof slope angle and the values of snow loads using wind tunnel experiment, roof slopes

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