Static and Dynamic Characterization of a Tight Reservoir- A Case-Study from Onshore Abu Dhabi Field

2019 ◽  
Author(s):  
Praveen Agnihotri ◽  
Vikram Pandey ◽  
Parmanand Thakur ◽  
Maisoon Al Mansoori ◽  
Michel Rebelle ◽  
...  
1999 ◽  
Vol 12 (11) ◽  
pp. 1339-1346 ◽  
Author(s):  
T. Carvalho ◽  
F. Durão ◽  
C. Fernandes

2020 ◽  
Author(s):  
Juan Alejandro ◽  
◽  
Angel Restrepo ◽  
Ricardo Andrés Gómez-Moncada ◽  
Carlos Alberto Mora Sánchez ◽  
...  

Rivista Tema ◽  
2020 ◽  
Vol Vol.6 (2020) (N. 1) ◽  
Author(s):  
Davide Prati ◽  
Lorenzo Badini ◽  
Giovanni Mochi ◽  
Silvia Castellaro ◽  
Annarita Ferrante

This work aims to better understand and improve the dynamic characterization of concrete frame buildings through the combined use of finite element modeling and applied seismology. The behavior of the FEM model is compared with values obtained directly in situ through non-invasive tests based on a sensor capable of detecting the seismic microtremor and provide direct information in terms of oscillation periods and displacements. The case study structure was measured using a seismometer, and, at the same time, modeled using SAP2000. By starting from extremely different initial data, multiple variations were made to the model to produce an increase in frequency, aligning it with the one detected instrumentally.


2016 ◽  
Vol 82 ◽  
pp. 128-135 ◽  
Author(s):  
Leticia Vidal ◽  
Lucía Antúnez ◽  
Ana Giménez ◽  
Karina Medina ◽  
Eduardo Boido ◽  
...  

2016 ◽  
Vol 10 (1) ◽  
pp. 52-64 ◽  
Author(s):  
Cristiano Bilello ◽  
Emilio Greco ◽  
Martina Greco ◽  
Nazareno Madonia ◽  
Antonina Pirrotta ◽  
...  

This paper proposes a numerical model that can be used for theoretical and experimental dynamic characterization of historical colonnade courtyards. Such an architectural element appears often in buildings of historical heritage and, especially under seismic excitation, it represents the most vulnerable structural part. Therefore, it is very important to have reliable as well as simple models available for vulnerability analysis, to evaluate different reinforcing systems if needed, or to plan dynamic characterization tests or monitoring campaigns, as in the present case. Chiaramonte Palace, a wonderful example of the historical heritage of Palermo, is investigated as case study. Firstly, a review of the restoration and structural consolidation works made over the years is presented, as fundamental step towards the knowledge of any existing structural system. Then the acquired information are used to propose a simplified finite element model that properly accounts for the interaction with the surrounding part of the building, and that can be easily calibrated on the basis of estimated or measured vibration periods.


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