Table of Contents
A Re-Examination of the EI Value for Slender Columns
Effect of Yielding of Restraints on Slender Concrete Columns with Sidesway Prevented
Repeated Loading Tests of Reinforced Concrete Columns
Ultimate Strength of Biaxiallt Eccentrically Loaded Concrete Columns Reinforced with High Strength Steel
The Behavior of Reinforced Concrete Columns in Flat Plate Structures
Design of Symmetric Square Slender Reinforced Concrete Columns Under Biaxially Eccentric Loads
Slenderness Effects in Reinforced Concrete Square Columns
Rectangular Ties in Reinforced Concrete Columns
Analysis of Restrained Reinforced Concrete Columns Under Biaxial Bending
Biaxial Bending Simplified
Effect of Axial Load on the Moment-Curvature Relationship of Reinforced Concrete Members
Axial Load-Moment-Curvature Characteristics of Prestressed Concrete Members
Printed / Hard Copy Products: The full and complete returned product will be accepted if returned within 60 days of receipt and in salable condition. A 20% service charge applies. Return shipping fees are the customer’s responsibility.
Electronic /Downloaded Products & Online Learning Courses: These items are not eligible for return.
Subscriptions These items are not eligible for return.
Exchanges: Contact ACI’s Customer Services Department for options (+1.248.848.3800 – ACICustomerService@concrete.org).