Seismic Design and Assessment of Bridges


Book Description

The book focuses on the use of inelastic analysis methods for the seismic assessment and design of bridges, for which the work carried out so far, albeit interesting and useful, is nevertheless clearly less than that for buildings. Although some valuable literature on the subject is currently available, the most advanced inelastic analysis methods that emerged during the last decade are currently found only in the specialised research-oriented literature, such as technical journals and conference proceedings. Hence the key objective of this book is two-fold, first to present all important methods belonging to the aforementioned category in a uniform and sufficient for their understanding and implementation length, and to provide also a critical perspective on them by including selected case-studies wherein more than one methods are applied to a specific bridge and by offering some critical comments on the limitations of the individual methods and on their relative efficiency. The book should be a valuable tool for both researchers and practicing engineers dealing with seismic design and assessment of bridges, by both making the methods and the analytical tools available for their implementation, and by assisting them to select the method that best suits the individual bridge projects that each engineer and/or researcher faces.



















Seismic Response of a Concrete Bridge Bent


Book Description

"In this research, the seismic response of an existing bridge bent built in the 1960's in the Montreal area is studied in order to determine its seismic deficiencies. Bridges built in the 1960's were designed with outdated codes which had inadequate seismic design detailing provisions and therefore, are expected to behave poorly during an earthquake. The existing bridge bent examined has three major design deficiencies such as large spacing of ties in the column, total lack of shear reinforcement in the beam, and lack of shear reinforcement in the beam-column joint. A one-half scale model of the existing bridge bent was designed and constructed in the laboratory. This model was tested under reversed cyclic loading to determine the maximum applied load and failure mechanisms. The experimental results of the specimen are then compared to the response predictions. Both the experimental and predicted results revealed that the bridge bent is vulnerable to shear failure in the cap beams and hence, has inadequate performance. Research should be continued on the damaged specimen to determine the repair and retrofit techniques." --