Denavit, M. D., Esmaeelpour, J., Scott, M. H., & Zhu, M. (2024). Second Order Effects on the Design of Slender Reinforced Concrete Bridge Columns (Report No. CA24-3684). California. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/85019
Denavit, Mark D, Javad Esmaeelpour, Michael H. Scott, and Minjie Zhu. Second Order Effects on the Design of Slender Reinforced Concrete Bridge Columns. Report no. CA24-3684. California. Department of Transportation, 2024. https://rosap.ntl.bts.gov/view/dot/85019.
Denavit, Mark D, et al. Second Order Effects on the Design of Slender Reinforced Concrete Bridge Columns. California. Department of Transportation, 2024, Report no. CA24-3684, ROSA P. https://rosap.ntl.bts.gov/view/dot/85019.
The AASHTO LRFD Bridge Design Specifications (AASHTO, 2017), hereafter referred to as AASHTO LRFD, includes an approximate method for the design of slender RC bridge columns. This approximate method, the method most commonly used by bridge engineers, was adapted from building design codes such as the ACI Building Code Requirements for Structural Concrete (ACI,2019), hereafter referred to as ACI 318. Accordingly, the AASHTO LRFD approximate method applies to a specific range of parameters and configurations based on floor framing stiffness, building story heights, and material properties and reinforcing ratios common to buildings. While some analogies carry over to bridge columns, the superstructure stiffness and unbraced column lengths can be quite different for bridge systems compared to buildings. The assumptions built into the approximate AASHTO LRFD method can lead to unsafe bridges in some cases and inefficient designs that are more costly than necessary in other cases.
Denavit, M. D., Esmaeelpour, J., Scott, M. H., & Zhu, M. (2024). Second Order Effects on the Design of Slender Reinforced Concrete Bridge Columns (Report No. CA24-3684). California. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/85019
Denavit, Mark D, Javad Esmaeelpour, Michael H. Scott, and Minjie Zhu. Second Order Effects on the Design of Slender Reinforced Concrete Bridge Columns. Report no. CA24-3684. California. Department of Transportation, 2024. https://rosap.ntl.bts.gov/view/dot/85019.
Denavit, Mark D, et al. Second Order Effects on the Design of Slender Reinforced Concrete Bridge Columns. California. Department of Transportation, 2024, Report no. CA24-3684, ROSA P. https://rosap.ntl.bts.gov/view/dot/85019.
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