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A platform for research: civil engineering, architecture and urbanism
Wind Loads on Non-Building Structures Using ASCE 7-10
The wind load provisions of Chapter 6 in ASCE 7-05 Minimum Design Loads for Buildings and Other Structures have been reorganized into six chapters in the 2010 edition. Technical changes include the introduction of new wind speed maps to be used with a 1.0 load factor for LRFD and a 0.6 load factor for ASD, the reintroduction of Exposure D for water surfaces in Hurricane-Prone Regions, and revised wind-borne debris regions. The present guideline Wind Loads and Anchor Bolt Design for Petrochemical Facilities (1997) by ASCE Petrochemical Energy Committee is commonly used in the industry for calculating wind loads on nonbuilding structures and components. The new edition of this publication Wind Loads for Petrochemical and Other Industrial Facilities was released in September 2011 based on the provisions of ASCE 7-05. This paper addresses the important changes to the wind load provisions of ASCE 7-10 for non-building structures and components. This paper also provides comparative parametric studies of wind loads calculated using the analytical procedures based on the 2011 edition of Wind Loads for Petrochemical and Other Industrial Facilities and the provisions of ASCE 7-10 for new non-building structures and components, including pipe racks, open equipment structures, and vertical vessels.
Wind Loads on Non-Building Structures Using ASCE 7-10
The wind load provisions of Chapter 6 in ASCE 7-05 Minimum Design Loads for Buildings and Other Structures have been reorganized into six chapters in the 2010 edition. Technical changes include the introduction of new wind speed maps to be used with a 1.0 load factor for LRFD and a 0.6 load factor for ASD, the reintroduction of Exposure D for water surfaces in Hurricane-Prone Regions, and revised wind-borne debris regions. The present guideline Wind Loads and Anchor Bolt Design for Petrochemical Facilities (1997) by ASCE Petrochemical Energy Committee is commonly used in the industry for calculating wind loads on nonbuilding structures and components. The new edition of this publication Wind Loads for Petrochemical and Other Industrial Facilities was released in September 2011 based on the provisions of ASCE 7-05. This paper addresses the important changes to the wind load provisions of ASCE 7-10 for non-building structures and components. This paper also provides comparative parametric studies of wind loads calculated using the analytical procedures based on the 2011 edition of Wind Loads for Petrochemical and Other Industrial Facilities and the provisions of ASCE 7-10 for new non-building structures and components, including pipe racks, open equipment structures, and vertical vessels.
Wind Loads on Non-Building Structures Using ASCE 7-10
Wong, Silky ( author ) / Sepaha, Ankur ( author ) / Swamy, Naga ( author ) / Amoroso, Samuel D. ( author ) / Naqvi, Dawar ( author )
Structures Congress 2012 ; 2012 ; Chicago, Illinois, United States
Structures Congress 2012 ; 1438-1451
2012-03-29
Conference paper
Electronic Resource
English
Wind Loads on Non-Building Structures Using ASCE 7-10
| British Library Conference Proceedings | 2012
| British Library Conference Proceedings | 2011
| ASCE | 2011
ASCE revises criteria for building loads
British Library Online Contents | 1996
ASCE revises criteria for building loads
Online Contents | 1996