![]() The paper also includes the results and conclusions drawn from the investigated parameters. This paper includes observations and recommendations from the data obtained from the analyses. (3) Rigid and flexible vertical vessels on ground of various heights computed using the Simplified Method from the Petrochemical Wind Load Guidelines. (2) An open frame structure considering force coefficients from various methods. (1) A typical rigid pipe rack structure located in various US regions. Base shears of three types of common newly constructed, non-building structures, as listed below, were computed/modeled and analyzed using computation methods and guidelines offered from these documents. This paper presents a review of the significant changes of ASEC 7-10 from ASCE 705, as well as changes to the Wind Loads for Petrochemical and Other Industrial Facilities report since 1997. This paper will focus on the technical changes that would affect the design of petrochemical and other industrial facilities, mainly, Chapter 29 – Wind Loads on Other Structures and Building Appurtenances, which contains requirements for the determination of Main Wind Force Resisting System loads for building appurtenances and other structures. Details of the reorganization and modifications to the wind load provisions of ASCE 7-10 are available in variety of resources as listed in the “References” section of this paper. The wind load provisions of Chapter 6 in ASCE 7-05 have been reorganized into 6 new chapters and are ordered in a logical sequence from Chapters 26 thru 31 in the 2010 edition of ASCE 7 (ASCE 7-10). The applicability of the guidelines provided in this report using the latest standard becomes essential. However, the guideline uses the 2005 edition of ASCE 7 (ASCE 7-05) as its basis. (stated as the 2011 Petrochemical Wind Load Guideline in this paper), based on the latest research in wind loads on Petrochemical structures and for consistency with building codes, standards, and industrial practices. The ASCE updated and published a new edition of Wind Loads for Petrochemical and Other Industrial Facilities in 2011 Since the publication of the first edition, buildings codes and standards covering the calculation of wind loads have changed significantly. The 1997 ASCE Task Committee report Wind Loads and Anchor Bolt Design for Petrochemical Facilities attempted to provide general guidelines for the computation of wind loads for industrial structures. INTRODUCTION With the fact that codes and standards have not addressed all aspects of defining wind loads for petrochemical and other industrial facilities, many engineers and companies involved in the industry have developed procedures and techniques for calculating wind loads on such facilities. 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. This paper addresses the important changes to the wind load provisions of ASCE 710 for non-building 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. 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. 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. For personal use only all rights reserved.įluor Corp, One Fluor Daniel Drive, Sugar Land, TX 77478 PH (281) 295-6303 email: 2 Fluor Corp, One Fluor Daniel Drive, Sugar Land, TX 77478 PH (281) 295-6406 email: 3 Fluor Corp, One Fluor Daniel Drive, Sugar Land, TX 77478 PH (281) 263-4687 email: 4 Engenus Engineering and Consulting, 9191 Siegen Lane, Building 6, Suite A, Baton Rouge, LA 70810 PH (225) 246-8206 email: 5 Fluor Corp, One Fluor Daniel Drive, Sugar Land, TX 77478 PH (281) 263-1913 email: ĪBSTRACT 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. Amoroso4, Dawar Naqvi5ĭownloaded from by UNIVERSITE LAVAL on 06/19/14. Wind Loads On Non-Building Structures Using ASCE 7-10 Silky Wong1, Ankur Sepaha2, Naga Swam圓, Samuel D.
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