1.
|
Time integration is the most versatile tool for analyzing semi-discretized equations of motion. Nevertheless, the associated computational costs are generally high and th [...]
|
2.
|
Due to various deficiencies and inadequate lateral stiffness many reinforced concrete buildings are highly damaged or collapsed in Iran and throughout the world during th [...]
|
3.
|
In recent years, in conjunction with developments of supplemental passive energy absorption devices , the idea of buckling of thin-walled tube and the use of this propert [...]
|
4.
|
It is obvious from experience that structures which had not been designed and constructed according to standard codes, and therefore do not have enough lateral stiffness, [...]
|
5.
|
Lack of integrity and ductility are two main reasons for seismic vulnerability of un-reinforced masonry (URM) walls and buildings. Constructing the walls without head joi [...]
|
6.
|
Use of side plate in moment connections has enhanced the seismic behavior of connection specially in retrofitting project. The geometry of this connection eliminates reco [...]
|
7.
|
In the last three decades, many researches have been carried out on steel plate shear walls, SPSWs, and they have been introduced as seismic load resisting systems. Howev [...]
|
8.
|
There exist many cities in developing countries which are built with minimal seismic considerations. Also, due to the expenses regarding in detailed and analytical identi [...]
|
9.
|
In this paper, a new pattern for lateral load used in equivalent static method for seismic designing the structures, is proposed and effect of this pattern on distributio [...]
|
10.
| |