|
|
|
Filip Anic, Davorin Penava, Vasilis Sarhosis and Lars Abrahamczyk
Within the scope of literature, the influence of openings within the infill walls that are bounded by a reinforced concrete frame and excited by seismic drift forces in both in- and out-of-plane direction is still uncharted. Therefore, a 3D micromodel wa...
ver más
|
|
|
|
|
|
|
Andrea Roncari, Filippo Gobbi and Cristiano Loss
Simplified seismic design procedures mostly recommend the adoption of rigid floor diaphragms when forming a building?s lateral force-resisting structural system. While rigid behavior is compatible with many reinforced concrete or composite steel-concrete...
ver más
|
|
|
|
|
|
|
Yannian Zhang and Moncef L. Nehdi
This study investigates the behavior of cast-in-situ masonry cavity walls subjected to in-plane quasi-static loading. Thirteen cast-in-situ masonry cavity walls and one solid wall were tested under combined axial and quasi-static lateral loads. Test para...
ver más
|
|
|
|
|
|
|
Brad D. Weldon, Paola Bandini, Michael J. McGinnis, Eduardo Dávila and Diego I. García Vera
Adobe is a traditional construction technique found in historic and new construction throughout the world, often in earthquake-prone regions. Adobe structures are particularly susceptible to seismic forces due to their substantial mass and low tensile ca...
ver más
|
|
|
|
|
|
|
Md Shahnewaz, Shahria Alam and Thomas Tannert
The research presented herein investigated the in-plane performance of cross-laminated timber (CLT) shear walls for platform-type buildings under lateral loading. Finite element models of CLT connections (i.e., brackets, hold-downs and self-tapping screw...
ver más
|
|
|
|