A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Seismic Evaluation of Frames with Infill Walls Using Quasi-Static Experiments
This report treats an experimental investigation of gravity load design steel frames i.e. steel frames with semi-rigid connections, infilled with unreinforced masonry walls and subjected to slowly applied cyclic lateral loads. An investigation of the mechanical properties of the materials used in constructing the masonry infill walls is included. Various geometrical configurations of the frame and the infill walls, and different material types of the masonry walls are considered. Based on the results, a hysteresis model for infilled frames is formulated and discussed. All parameters in the model have physical meaning and are calibrated with experimental data.
Seismic Evaluation of Frames with Infill Walls Using Quasi-Static Experiments
This report treats an experimental investigation of gravity load design steel frames i.e. steel frames with semi-rigid connections, infilled with unreinforced masonry walls and subjected to slowly applied cyclic lateral loads. An investigation of the mechanical properties of the materials used in constructing the masonry infill walls is included. Various geometrical configurations of the frame and the infill walls, and different material types of the masonry walls are considered. Based on the results, a hysteresis model for infilled frames is formulated and discussed. All parameters in the model have physical meaning and are calibrated with experimental data.
Seismic Evaluation of Frames with Infill Walls Using Quasi-Static Experiments
K. M. Mosalam (author) / R. N. White (author) / P. Gergely (author)
1997
114 pages
Report
No indication
English
Seismic performance of RC frames strengthened by RC infill walls
| SAGE Publications | 2021
SEISMIC FRAGILITY OF LRC FRAMES WITH AND WITHOUT MASONRY INFILL WALLS
| Taylor & Francis Verlag | 1997