Fragility Assessment for Cladding of Industrial Buildings Subjected to Extreme Wind-Reference-Cited by-同舟云学术

Fragility Assessment for Cladding of Industrial Buildings Subjected to Extreme Wind

Published:2013-05 Issue:1 Volume:12 Page:65-72
ISSN:1346-7581
Container-title:Journal of Asian Architecture and Building Engineering
language:en
Short-container-title:Journal of Asian Architecture and Building Engineering

Author:

Lee Sungsu¹,Ham Hee Jung²,Kim Ho-Jeong³

Affiliation:

1. Professor, Division of Civil Engineering, Chungbuk National University, Korea

2. Professor, Department of Architectural Engineering, Kangwon National University, Korea

3. Associate Professor,Department of Architecture, Dankook University, Korea

Publisher

Informa UK Limited

Subject

Arts and Humanities (miscellaneous),Building and Construction,Cultural Studies,Architecture,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.3130/jaabe.12.65

Reference21 articles.

1. 1) ASCE (2006) Minimum design loads for buildings and other structures (ASCE Standard 7-05), American Society of Civil Engineers.

2. 2) Baskaran, B., Ham, H. and Lei, W. (2006) New design procedure for wind uplift resistance of architectural metal roofing systems, Journal of Architectural Engineering, 12 (4), pp.168-177.

3. 3) Boughton, G., Henderson, J., Ginger, J., Holmes, J., Walker, G., Leitch, D., Somerville, L., Jayashighe, N. and Kim, P. (2011) Tropical cyclone Yasi structural damage to buildings, CTS Technical Report No. 57, James Cook University.

4. 4) Cope, A. (2004) Predicting the vulnerability of typical residential buildings to hurricane damage, Ph.D. Dissertation, Civil Engineering Department, University of Florida.

5. 5) Datin, P. and Prevatt, D. (2009) Equivalent roof panel wind loading for full-scale sheathing testing, Proceedings of the 11th Americas Conference on Wind Engineering, CD-ROM.

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