Structural

Assessment and Refurbishment of Steel Structures by Zoltan Agocs, Jan Brodniansky, Josef Vican, Jerzy Ziolko

By Zoltan Agocs, Jan Brodniansky, Josef Vican, Jerzy Ziolko

The fabric homes, spatial configuration and edition within the building of metal buildings skill they generally have the possibility of reconstruction. This booklet offers civil engineers with the mandatory info to strategy tasks of reconstruction and reinforcement of metal buildings comparable to structures, masts, towers, chimneys, garage tanks and bridges.The booklet analyses the reasons of disasters, offers up to date details at the method and gear used for prognosis of mess ups, and features a survey of fix and reconstruction innovations. The tools defined are illustrated by way of examples of profitable real-life case experiences, and correct codes are tested the place appropriate.Assessment and Refurbishment of metal constructions is a accomplished mixture of either thought and perform, and is a necessary reference for engineers engaged within the modernisation and service of civil engineering metal buildings.

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Extra resources for Assessment and Refurbishment of Steel Structures

Example text

3 Principles of the design and assessment of steel structures for refurbishment In designing the refurbishment of an existing structure we should follow the present valid standards and regulations. Previously valid standards or regulations can serve only as informative background. A project for reconstructing a steel structure must be documented by an examination of the reliability of the original supporting structures. The proposal for reconstruction should be preceded by a substandard analysis of the suitability or unsuitability of the structure for reconstruction.

Also insufficient communication between designers’ offices and bridge building shops can lead to errors. When solving problems with structure for complex structures, errors occur most frequently if the chosen calculation schema does not reflect the interaction among individual parts of the structure with sufficient accuracy. 1). 7 m. 4 was not determined. The project did not include the design of a diagonal reinforcing frame at the place of support. 5. This part of the structure with these dimensions, was therefore underdimensioned, even for loading by its own weight.

30 . 40 . 80 . 40 . 10−3 Effect of failure and damage to structures The effect on reliability of failure and damage to structures discovered in the diagnostic examination are most appropriately shown when reliability is assessed in the true technical condition of the structure. Failures and damage to elements of the structure that is being assessed should be projected into the calculation model of the global analysis as well as into the calculation models of reliability of the affected structural elements and their cross-sections.

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