A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Damage indicators for unreinforced masonry building walls subjected to seismic actions
Energy dissipation and stiffness degradation are important seismic performance indicators within the numerical modelling of structures, and in this case particularly of masonry. They are of great importance for evaluation of the seismic performance of masonry walls. An example of an existing masonry residential building located in Sarajevo, Bosnia and Herzegovina was investigated in this paper. It was observed that during the response of the building to horizontal actions the stiffness degradation of masonry walls was evident.
Damage indicators for unreinforced masonry building walls subjected to seismic actions
Energy dissipation and stiffness degradation are important seismic performance indicators within the numerical modelling of structures, and in this case particularly of masonry. They are of great importance for evaluation of the seismic performance of masonry walls. An example of an existing masonry residential building located in Sarajevo, Bosnia and Herzegovina was investigated in this paper. It was observed that during the response of the building to horizontal actions the stiffness degradation of masonry walls was evident.
Damage indicators for unreinforced masonry building walls subjected to seismic actions
Ademović Naida (author) / Oliveira Daniel V. (author)
2017
Article (Journal)
Electronic Resource
Unknown
Metadata by DOAJ is licensed under CC BY-SA 1.0
SEISMIC REHABILITATION OF UNREINFORCED MASONRY WALLS
| British Library Conference Proceedings | 1999
Seismic Rehabilitation of Unreinforced Masonry Shear Walls
| British Library Conference Proceedings | 2002
SEISMIC REHABILITATION OF UNREINFORCED MASONRY SHEAR WALLS
| British Library Conference Proceedings | 2001
Seismic Fragility Assessment of Unreinforced Masonry Shear Walls
| Springer Verlag | 2020