Different Approaches to Assess the Seismic Capacity of Masonry Bridges by Non-linear Static Analysis
نویسندگان
چکیده
منابع مشابه
A Comparison of Different Non-linear Numerical Models for Pier Shaft Interaction Analysis for study of the Seismic Performance of Bridges
The AASHTO code of practice for design of bridges shows that the ductility level for foundation is given equal to one. Bridges are classified in three classes. For class of essential and normal bridges a question for not to use ductility level due to the importance of bridges’ costs is become an important item in different countries particularly in Middle east. This paper aimed to study on pe...
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چکیده ندارد.
15 صفحه اولSeismic Behavior Effect of Knee Braced Frames Considering Different Type of Geometry under Non-Linear Analysis
The design and behavior of a ductile structural system called a knee-braced moment frame are presented in this paper. The design of this structural system is based on a capacity-design concept that results in ductile behavior. The knee part is a fuse-like component that dissipates energy by the formation of plastic flexural and/or shear hinges at its ends and mid-span, when the building is subj...
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ژورنال
عنوان ژورنال: Frontiers in Built Environment
سال: 2020
ISSN: 2297-3362
DOI: 10.3389/fbuil.2020.00047