[PDF][PDF] Damage Assessment of Reinforced Concrete Structures through Damage Indices: A State-of-the-Art Review.

DA Makhloof, AR Ibrahim, X Ren - Cmes-Computer Modeling In …, 2021 - cdn.techscience.cn
Due to the developments of computer science and technology in recent years, computer
models and numerical simulations for large and complicated structures can be done. Among …

Damage prediction for regular reinforced concrete buildings using the decision tree algorithm

A Karbassi, B Mohebi, S Rezaee, P Lestuzzi - Computers & Structures, 2014 - Elsevier
To overcome the problem of outlier data in the regression analysis for numerical-based
damage spectra, the C4. 5 decision tree learning algorithm is used to predict damage in …

[PDF][PDF] Parameters affecting the fundamental period of infilled RC frame structures

PG Asteris, CC Repapis, AK Tsaris… - Earthquakes and …, 2015 - academia.edu
Despite the fact that the fundamental period appears to be one of the most critical
parameters for the seismic design of structures according to the modal superposition …

Computational intelligence-based models for estimating the fundamental period of infilled reinforced concrete frames

M Mirrashid, H Naderpour - Journal of Building Engineering, 2022 - Elsevier
One of the most important parameters used in the frame design process is the fundamental
period. Numerous relationships are provided in the regulations and articles to determine the …

Period elongation of deteriorating structures under mainshock-aftershock sequences

L Di Sarno, S Amiri - Engineering Structures, 2019 - Elsevier
The elongation of the fundamental period of structure is a typical indicator of structural
inelasticity during seismic events and of consequent damage accumulation. This study …

A new damage index for reinforced concrete structures

VV Cao, HR Ronagh, M Ashraf… - Earthquakes and …, 2014 - koreascience.kr
Reinforced concrete (RC) structures are likely to experience damage when subjected to
earthquakes. Damage index (DI) has been recognised as an advanced tool of quantitatively …

Correlation between strong motion durations and damage measures of concrete gravity dams

G Wang, S Zhang, C Zhou - Soil Dynamics and Earthquake Engineering, 2015 - Elsevier
Strong motion duration affects the cumulative damage of structures significantly. There are
more than 30 different definitions of strong motion duration. This study describes …

Inelastic spectra to predict period elongation of structures under earthquake loading

EI Katsanos, AG Sextos - Earthquake Engineering & Structural …, 2015 - Wiley Online Library
Period lengthening, exhibited by structures when subjected to strong ground motions,
constitutes an implicit proxy of structural inelasticity and associated damage. However, the …

Prediction of inelastic response periods of buildings based on intensity measures and analytical model parameters

EI Katsanos, AG Sextos, AS Elnashai - Engineering Structures, 2014 - Elsevier
This paper investigates the elongation of the fundamental period of reinforced concrete
buildings that occurs during earthquake loading and its correlation with various intensity …

Response of semi-rigid steel frames to sequential earthquakes

EM Hassan, S Admuthe, H Mahmoud - Journal of Constructional Steel …, 2020 - Elsevier
In a seismic event, large number of aftershocks are generally triggered due to the complex
interaction within and between tectonic plates. Even though aftershocks are typically smaller …