Correlation of Structural Seismic Damage with Fundamental Period of RC Buildings

Open Journal of Civil Engineering

ISSN Print: 2164-3164
ISSN Online: 2164-3172
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"Correlation of Structural Seismic Damage with Fundamental Period of RC Buildings"
written by Anastasia K. Eleftheriadou, Athanasios I. Karabinis,
published by Open Journal of Civil Engineering, Vol.3 No.1, 2013

has been cited by the following article(s):

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[1]	A new approach to predict the fundamental period of vibration for newly-designed reinforced concrete buildings
	Journal of Earthquake Engineering, 2022

[2]	Overall structural seismic damage rapid assessment method based on period and displacement response characteristics
	Scientific Reports, 2022

[3]	Structural Seismic Damage Assessment Method Based on Structural Dynamic Characteristics
	2022

[4]	ДЕТЕРМИНИРОВАННАЯ ОЦЕНКА ДЕФИЦИТА СЕЙСМОСТОЙКОСТИ ЖЕЛЕЗОБЕТОННЫХ КАРКАСОВ
	2021

[5]	ROBUSTNESS EVALUATION OF DOUBLE DIAGONAL TEN PANEL THREE SPAN CONTINUOUS AIR-RAID PROOF BRIDGE
	2020

[6]	Earthquake damage assessment of 1-story precast industrial buildings using damage probability matrices
	2019

[7]	Empirical Period-Height Relationship for reinforced Concrete Moment Resisting Buildings in India
	2019

[8]	Application of fuzzy logic to earthquake damage predictions
	2019

[9]	Seismic Performance Assessment and Strengthening Techniques for Existing Reinforced Concrete Buildings in Nepal
	Dissertation, Open Repository of the University of Porto, 2018

[10]	Ambient Vibrations of Unreinforced Masonry Buildings in Dhaka City
	2018

[11]	Zemin Hakim Periyodu ve Bina Yüksekliği Rezonans İlişkisi
	2018

[12]	STUDY ON THE FUNDAMENTAL PERIOD OF VIBRATION FOR BUILDINGS WITH DIFFERENT CONFIGURATIONS
	2015

[13]	Parameters affecting the fundamental period of infilled RC frame structures
	Earthquakes and Structures, 2015

[14]	Seismic Risk Assessment of Buildings in the Extended Urban Region of Athens and Comparison with the Repair Cost
	Open Journal of Earthquake Research, 2014

[15]	ZEMİN HAKİM PERİYODU VE BİNA YÜKSEKLİĞİ REZONANS İLİŞKİSİ SOIL DOMINANT PERIOD AND RESONANCE RELATION OF BUILDING HEIGHT
	ALİ KEÇELİ

[1]	Overall structural seismic damage rapid assessment method based on period and displacement response characteristics Scientific Reports, 2022 DOI:10.1038/s41598-022-23927-x

[2]	Empirical Period-Height Relationship for reinforced Concrete Moment Resisting Buildings in India IOP Conference Series: Materials Science and Engineering, 2019 DOI:10.1088/1757-899X/481/1/012018

[3]	Earthquake damage assessment of 1-story precast industrial buildings using damage probability matrices Bulletin of Earthquake Engineering, 2019 DOI:10.1007/s10518-019-00660-x

[4]	Application of fuzzy logic to earthquake damage predictions THE 11TH NATIONAL CONFERENCE ON MATHEMATICAL TECHNIQUES AND APPLICATIONS, 2019 DOI:10.1063/1.5112228

[5]	Zemin Hakim Periyodu ve Bina Yüksekliği Rezonans İlişkisi Uygulamalı Yerbilimleri Dergisi, 2018 DOI:10.30706/uybd.463982

[6]	Zemin Hakim Periyodu ve Bina Yüksekliği Rezonans İlişkisi Uygulamalı Yerbilimleri Dergisi, 2018 DOI:10.30706/uybd.463982

[7]	Masonry 2018 2018 DOI:10.1520/STP161220170150

[8]	Parameters affecting the fundamental period of infilled RC frame structures Earthquakes and Structures, 2015 DOI:10.12989/eas.2015.9.5.999

[9]	Seismic Risk Assessment of Buildings in the Extended Urban Region of Athens and Comparison with the Repair Cost Open Journal of Earthquake Research, 2014 DOI:10.4236/ojer.2014.33012

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