Abstract: This paper presents a design method based on a parametric study by Turkington (1987) of the response of bridge superstructures supported on leadrubber bearings and subjected to the 1940 E1 Centra (N‐S component) and Parkfield ...

Abstract: This paper reports on a parametric study of the response of bridge superstructures supported on lead‐rubber bearings when subjected to the 1940 El Centro earthquake (N‐S component) and the 1966 Parkfield earthquake. The ...