Pengujian eksperimental dan pemodelan elemen hingga balok beton bertulang yan…

The shear capacity of existing reinforced concrete structures often cannot meet existing requirements. This decrease in strength can be caused by increased load, inadequate shear strength in the initial design and material damage due to natural factors. Many reinforcement methods have been carried out, namely the external bonded (EB) method and the near-surface mounted (NSM) method. Howeve…