|
|
|
Athanasios Bakalis, Triantafyllos Makarios and Vassilis Lekidis
The seismic damage in reinforced concrete bridges is identified in this study using the ?M and P? hybrid technique initially developed for planar frames, where M signifies ?Monitoring? and P denotes ?Pushover analysis?. The proposed methodology involves ...
ver más
|
|
|
|
|
|
|
Julia Kohns, Lothar Stempniewski and Alexander Stark
For seismic risk analysis, reliable predictions and estimations of earthquake damage and seismic behaviour of buildings are essential. A common method is the use of fragility curves. In this paper, fragility functions are developed based on various numer...
ver más
|
|
|
|
|
|
|
Rafael Shehu
Seismic assessment is a paramount issue and a valuable instrument towards the conservation of vulnerable structures in seismic prone regions. The past seismic events have highlighted the vulnerability of masonry towers that is exhibited by severe structu...
ver más
|
|
|
|
|
|
|
R. Aguiar, D. Mora, M. Rodríguez
Pág. Page 37 - 53
CEINCI-LAB is a computer software developed using MATLAB for static or dynamic structural analysis, in a friendly way and simultaneously serves the user to reinforce structural knowledge. In this article the most important aspects are present to find the...
ver más
|
|
|
|
|
|
|
Benjamin Lumantarna,Iksan Gunawan,Eka Wijaya
Pág. pp. 1 - 6
This study is part of an ongoing study on the reliability of static pushover analysis at Petra Christian University. In this study two open frame buildings, five and ten story with re-entrant corner, are designed in accordance with the proposed Indonesia...
ver más
|
|
|
|