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Nonlinear Model-Based System Identification of Lead–Rubber Bearings
Publisher: American Society of Civil Engineers
Abstract: A nonlinear model-based system identification method is proposed, formulated, implemented, and applied to a three-span continuous base-isolated bridge. Transverse and rotational rigid-body motions of the bridge superstructure ...
Dynamic Ratcheting in Elastoplastic Single-Degree-of-Freedom Systems
Publisher: American Society of Civil Engineers
Abstract: In dynamic analysis, hysteretic damping often provides a reasonable model of the inelastic behavior of a structure. Nonlinearity presented by hysteretic damping, however, introduces the possibility of developing complicated ...
Material Properties of Large-Size Tire Derived Aggregate for Civil Engineering Applications
Publisher: American Society of Civil Engineers
Abstract: Tire derived aggregate (TDA) is a recycled fill material produced by cutting scrap tires into pieces ranging in size from 12 to 305 mm. For the last two decades, TDA has been successfully used in various projects such as ...
Effective Flange Width Definition for Steel–Concrete Composite Bridge Girder
Publisher: American Society of Civil Engineers
Abstract: A composite section is made up of a concrete slab attached to a steel girder by means of shear connectors. Under positive bending moment, part of the slab will act as the flange of the girder resisting the longitudinal ...
Proposed Effective Width Criteria for Composite Bridge Girders
Publisher: American Society of Civil Engineers
Abstract: In a composite section, in-plane shear strain in the slab (acting as a flange in the composite girder) under the applied bending causes the longitudinal displacements in the parts of the slab remote from the webs to lag ...
Effective Slab Width Definition for Negative Moment Regions of Composite Bridges
Publisher: American Society of Civil Engineers
Abstract: Currently, the AASHTO-LRFD design code specifies the same effective slab width design criteria for both positive moment sections and negative moment sections. The only difference in computing effective slab width between ...
Closure to “Effective Slab Width Definition for Negative Moment Regions of Composite Bridges” by Amjad J. Aref, Methee Chiewanichakorn, Stuart S. Chen, and Il–Sang Ahn
Publisher: American Society of Civil Engineers
Closure to “Effective Flange Width Definition for Steel–Concrete Composite Bridge Girder” by Methee Chiewanichakorn, Amjad J. Aref, Stuart S. Chen, and Il-Sang Ahn
Publisher: American Society of Civil Engineers