Correction to: Limitations of Sa(T1) as an intensity measure when assessing non-ductile infilled RC frame structures
نویسندگان
چکیده
A correction to this paper has been published: https://doi.org/10.1007/s10518-021-01086-0
منابع مشابه
Prediction of the Fundamental Period of Infilled RC Frame Structures Using Artificial Neural Networks
The fundamental period is one of the most critical parameters for the seismic design of structures. There are several literature approaches for its estimation which often conflict with each other, making their use questionable. Furthermore, the majority of these approaches do not take into account the presence of infill walls into the structure despite the fact that infill walls increase the st...
متن کاملThe FP4026 Research Database on the fundamental period of RC infilled frame structures
The fundamental period of vibration appears to be one of the most critical parameters for the seismic design of buildings because it strongly affects the destructive impact of the seismic forces. In this article, important research data (entitled FP4026 Research Database (Fundamental Period-4026 cases of infilled frames) based on a detailed and in-depth analytical research on the fundamental pe...
متن کاملFinite Element Modeling and Mechanical Behavior of Masonry- Infilled RC Frame
During the analysis of reinforced concrete structures, the infill wall is usually simplified as a diagonal inclined strut to facilitate finite element modeling calculations. However, the actual seismic damage and single frame-filled wall pushover experimental results show that when the earthquake shear force is huge, the top of the infill wall and the beam–column connections are usually, thus t...
متن کاملProbabilistic Approach to the Seismic Vulnerability of RC Frame Structures by the Development of Analytical Fragility Curves
Fragility curves are very useful in quantifying the physical and economic damage of buildings that have undergone an earthquake. This paper presents the development of analytical fragility curves representative of mid-rise residential structures built with reinforced concrete, taking into account the specific structural characteristics of Algerian buildings. The derivation of the analytical fra...
متن کاملCalibration of a Numerical Model for Masonry Infilled Rc Frames
This paper introduces a finite element scheme and a systematic calibration approach for masonry infilled RC frames. The modeling scheme combines the smeared crack approach with discrete crack elements to allow for the opening of diffused flexural and dominant shear cracks. It is, therefore, able to capture the nonlinear material behavior and the interaction of the infill wall with the bounding ...
متن کاملذخیره در منابع من
با ذخیره ی این منبع در منابع من، دسترسی به آن را برای استفاده های بعدی آسان تر کنید
ژورنال
عنوان ژورنال: Bulletin of Earthquake Engineering
سال: 2021
ISSN: ['1573-1456', '1570-761X']
DOI: https://doi.org/10.1007/s10518-021-01086-0