|
|
|
|
|
Maria Luisa Beconcini, Paolo Formichi, Linda Giresini, Filippo Landi, Benedetta Puccini and Pietro Croce
The assessment of seismic performance of existing masonry structures is a key aspect for the risk mitigation strategies of existing buildings and preservation of historical heritage. The increasing availability of modelling approaches for the assessment ...
ver más
|
|
|
|
|
|
|
|
|
Dermawan Zebua, Koespiadi Koespiadi
Pág. 47 - 53
|
|
|
|
|
|
|
|
|
Naida Ademovic, Mirko Toholj, Dalibor Radonic, Filippo Casarin, Sanda Komesar and Karlo Ugarkovic
After a long period of no excessive ground shaking in Croatia and the region of ex-Yugoslavia, an earthquake that woke up the entire region was the one that shook Croatia on 22 March 2020. More than 25,000 buildings were severely damaged. A process of re...
ver más
|
|
|
|
|
|
|
|
|
Jingchang Kong, Yuhan Su, Zhi Zheng, Xiaomin Wang and Yukang Zhang
This study presents a finite element (FE) model, the accuracy of which is verified by the comparison between the numerical and test results. The calibrated model is used to investigate the influence of vertical arrangement and masonry material of infill ...
ver más
|
|
|
|
|
|
|
|
|
Adriana Brandis, Ivan Kraus and Simon Petrovcic
This paper presents new research in the field of nonlinear static seismic analysis and the N2 method for soil-structure systems. The rationale for this study stems from the inclusion of soil-structure systems in simplified displacement-based design metho...
ver más
|
|
|
|