SIM is an innovative building system for mortar-less walls. It utilises a special method of interlocking SIM bricks that allows relative sliding of brick courses in-plane of a wall and prevents out-of-plane relative movement of bricks. One of its structural applications is in multistorey frame buildings as earthquake resistant masonry infill panels. It improves energy dissipation of frame structures during earthquakes. The energy dissipation occurs through friction between bricks as they engage in relative sliding by the frame vibrating during earthquake. This paper explains the novelty of SIM and offers classification of SIM panels based on the gap width between the frame and the top of the panel
The paper investigates numerically the influence of masonry infills properties on the seismic respon...
The Semi Interlocking Masonry (SIM) system has been developed in Masonry Research Group at the Unive...
RC framed buildings are generally designed without considering the structural action of masonry infi...
This paper presents an analytical procedure for calculating in-plane load resistance of a new buildi...
A new building system based on Semi-Interlocking Masonry (SIM) is being developed at the Centre for ...
Research Doctorate - Doctor of Philosophy (PhD)Dry stack masonry is built without mortar. These maso...
Masonry is one of the most popular building materials. It has many excellent material properties and...
Masonry infills are building elements with high cost that often suffer cracking due to movement of t...
The damage to non structural masonry infills in RC frame structures induced by earthquake ground mot...
Modern buildings should be endowed with features that allow people to carry out their activities in ...
The presence of masonry infill walls in RC buildings is very common. However, and even today, in the...
Whether used as a curtain/partition wall or a bearing part of the structure, masonry infill signific...
Infilled masonry can be seen as an old research issue, but recent seismic activities, such as the 20...
Within the INSYSME Project, funded under the 7th Framework Program by the Com- mission of the Europe...
Within the European FP7 Project “INSYSME”, a new seismic-resistant clay masonry infill system was co...
The paper investigates numerically the influence of masonry infills properties on the seismic respon...
The Semi Interlocking Masonry (SIM) system has been developed in Masonry Research Group at the Unive...
RC framed buildings are generally designed without considering the structural action of masonry infi...
This paper presents an analytical procedure for calculating in-plane load resistance of a new buildi...
A new building system based on Semi-Interlocking Masonry (SIM) is being developed at the Centre for ...
Research Doctorate - Doctor of Philosophy (PhD)Dry stack masonry is built without mortar. These maso...
Masonry is one of the most popular building materials. It has many excellent material properties and...
Masonry infills are building elements with high cost that often suffer cracking due to movement of t...
The damage to non structural masonry infills in RC frame structures induced by earthquake ground mot...
Modern buildings should be endowed with features that allow people to carry out their activities in ...
The presence of masonry infill walls in RC buildings is very common. However, and even today, in the...
Whether used as a curtain/partition wall or a bearing part of the structure, masonry infill signific...
Infilled masonry can be seen as an old research issue, but recent seismic activities, such as the 20...
Within the INSYSME Project, funded under the 7th Framework Program by the Com- mission of the Europe...
Within the European FP7 Project “INSYSME”, a new seismic-resistant clay masonry infill system was co...
The paper investigates numerically the influence of masonry infills properties on the seismic respon...
The Semi Interlocking Masonry (SIM) system has been developed in Masonry Research Group at the Unive...
RC framed buildings are generally designed without considering the structural action of masonry infi...