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Founded in 1904 and headquartered in Farmington Hills, Michigan, USA, the American Concrete Institute is a leading authority and resource worldwide for the development, dissemination, and adoption of its consensus-based standards, technical resources, educational programs, and proven expertise for individuals and organizations involved in concrete design, construction, and materials, who share a commitment to pursuing the best use of concrete.
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This report examines the benefits of the design of concrete towers for land-based wind turbines with heights in excess of 325 ft (100 m), in comparison to those of round steel tubular towers. These benefits include reduced cost, increased stiffness, and superior service life performance. Construction alternatives, design criteria, design methodologies, and guidance for preliminary design of concrete towers are presented.
The report recognizes that final tower design requires close coordination with the turbine supplier. The report is intended for those involved in developing preliminary tower designs. Concrete towers designed for maximum wind forces can be satisfactory for preliminary design, but the final design requires checking for all loads, especially fatigue and dynamic effects from wind and turbine operations. Design of connections and their proportions require an understanding of fatigue requirements during preliminary design for the connection design to remain valid during final checks.
The Collection Online includes all new committee standards and reports released throughout the year. The most recently added include:
CCS-4(20): Shotcrete for the Craftsman
CODE-376-23: Refrigerated Liquefied Gas Containment for Concrete Structures—Code Requirements and Commentary
PRC-522-23: Pervious Concrete—Report
SPEC-308.1-23: External Curing of Cast-in-Place Concrete—Specification
PRC-201.2-23: Durable Concrete—Guide
PRC-228.3-23: What an Owner Should Know about Nondestructive Testing—TechNote
SPEC-548.16-21: Epoxy and Aggregate High Friction Surface on Concrete—Specification (SI Units)
CODE-369.1-22: Seismic Evaluation and Retrofit of Existing Concrete Buildings—Code and Commentary (SI Units)
PRC-506.7-23: Shotcrete Preconstruction Mockup—TechNote
CODE-440.11-22 (SI Units): Building Code Requirements for Structural Concrete Reinforced with Glass Fiber-Reinforced Polymer (GFRP) Bars -Code and Commentary