Shear area model - Mechanically consistent shear area-model for existing bridges without or with small lateral force reinforcement
Within the scope of this research project a mechanically consistent model for the shear resistance of bridges without or low shear reinforcement was developed.
Bibliographic Data
Dipl.-Ing. Patrick Huber, Univ.-Prof. Dr.Ing. Johann Kollegger, Univ.-Prof. Dr.Ing. Viet Tue Nguyen, Dr.-Ing. Duc Tung NguyenPublisher: BMVIT
German, 251 pages
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