Brace arrangement, node stiffening and connection of springs of steel tubular arch bridges
نویسندگان
چکیده
منابع مشابه
SIMULTANOUS OPTIMIZATION OF SIZE AND CONNECTION ARRANGEMENT FOR LOW-RISE STEEL PLATE SHEAR WALL SYSTEMS
The present study is concerned with the simultaneous optimization of the size of components and the arrangement of connections for performance-based seismic design of low-rise SPSWs. Design variables include the size of beams and columns, the thickness of the infill panels, the type of each beam-to-column connection and the type of each infill-to-boundary frame connection. The objective functio...
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متن کاملsimultanous optimization of size and connection arrangement for low-rise steel plate shear wall systems
the present study is concerned with the simultaneous optimization of the size of components and the arrangement of connections for performance-based seismic design of low-rise spsws. design variables include the size of beams and columns, the thickness of the infill panels, the type of each beam-to-column connection and the type of each infill-to-boundary frame connection. the objective functio...
متن کاملNondestructive Testing and Evaluation of Steel Bridges
Nondestructive evaluation (NDE) is a means of evaluating structural components without damaging them. It can be used to evaluate structural systems, as well as specific structural components. Nondestructive testing is particularly useful for evaluating inservice bridges, since the bridges can remain in tact and open to traffic during the inspection and evaluation period. The NDE methods discuss...
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ژورنال
عنوان ژورنال: Gradjevinski materijali i konstrukcije
سال: 2019
ISSN: 2217-8139
DOI: 10.5937/grmk1901003v