Optimal design and earthquake-resistant design evaluation of low-rise framed RC structure

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ISSN Print: 2150-4091
ISSN Online: 2150-4105
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"Optimal design and earthquake-resistant design evaluation of low-rise framed RC structure"
written by Reyes Indira Herrera, Juan Carlos Vielma, Ronald Ugel, Yolsanie Martínez, Alex Barbat,
published by Natural Science, Vol.4 No.8A, 2012

has been cited by the following article(s):

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[1]	COMPARISON OF USING SHEAR WALLS AND BRACING ON THE SEISMIC ANALYSIS OF A MULTI-STORY RC BUILDING LOCATED IN MEDINA CITY, KSA
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[2]	CALIBRATION OF THE RESPONSE REDUCTION FACTORS USED IN ECUADOR FOR STEEL, SMIRF
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[4]	Effects of Coupling between Lateral and Torsional Motions in Seismic Response of Buildings
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[5]	Study the Effected Parameters on Vibration Analysis of Cantilever Beam with a Bolted Joint
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[6]	Calibration of the response reduction factors used in Ecuador for steel SMRF
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[7]	VULNERABILIDAD Y EFECTOS TORSIONALES DE EDIFICIOS DE HORMIGÓN ARMADO APORTICADOS EN BARQUISIMETO-VENEZUELA
	2017

[8]	Vulnerabilidad y daño sísmico de edificios porticados de hormigón armado, irregulares en planta, en Barquisimeto, Venezuela
	2017

[9]	Evaluación de la vulnerabilidad sísmica de estructuras de acero residenciales del Ecuador
	2015

[10]	Estudio sobre la influencia de la irregularidad en plantas con entrantes sobre la respuesta sísmica en edificios aporticados bajos de concreto armado
	2014

[11]	External Wall Insulation Technology Research in Building Technology
	Information Technology Journal, 2014

[12]	Seismic evaluation of low rise RC framed building designed according to Venezuelan codes
	2013

[13]	Seismic response and torsional effects of RC structure with irregular plant and variations in diaphragms, designed with Venezuelan codes
	Earthquake Resistant Engineering Structures IX, 2013

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