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Assessment of the nonlinear behaviour of a 100 m span suspended steel footbridge

Assessment of the nonlinear behaviour of a 100 m span suspended steel footbridge

by KGroup Structural Engineers | Jan 13, 2022 | to_remove

Σχεδιασμός Νέας 7-όροφης Οικοδομής από οπλισμένο σκυρόδεμα

Design of a structure with large spans, composite columns, and a steel roof system

Design of a structure with large spans, composite columns, and a steel roof system

by KGroup Structural Engineers | Jan 13, 2022 | to_remove

Σχεδιασμός Νέας 7-όροφης Οικοδομής από οπλισμένο σκυρόδεμα

Seismic assessment and retrofit of an existing masonry building

Seismic assessment and retrofit of an existing masonry building

by KGroup Structural Engineers | Jan 13, 2022 | to_remove

Σχεδιασμός Νέας 7-όροφης Οικοδομής από οπλισμένο σκυρόδεμα

Dynamic soil-structure interaction analysis of a 20 m diameter circular concrete footing under impact load

Dynamic soil-structure interaction analysis of a 20 m diameter circular concrete footing under impact load

by KGroup Structural Engineers | Jan 13, 2022 | to_remove

Σχεδιασμός Νέας 7-όροφης Οικοδομής από οπλισμένο σκυρόδεμα

Seismic design of a multi-storey reinforced concrete building

Seismic design of a multi-storey reinforced concrete building

by KGroup Structural Engineers | Jan 13, 2022 | to_remove

Σχεδιασμός Νέας 7-όροφης Οικοδομής από οπλισμένο σκυρόδεμα

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