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Efeito do módulo de elasticidade nas perdas de protensão em vigas pós-tensionadas
(Universidade Tecnológica Federal do ParanáToledoBrasilEngenharia CivilUTFPR, 2021-12-03)
The present work presents a contribution to the study of prestress losses in structural elements of concrete, evaluating the effect of the variation of the modulus of elasticity, according to the coarse aggregate and class ...
A general analytical approach for prestressed and non-prestressed concrete beam-columns reinforced with bonded and unbonded composites: (i) theory
(Universidad Nacional de Colombia Sede Medellín, 2011)
An analytical method that determines the short and long-term response of prestressed and non-prestressed concrete beam-columns reinforced with any combination of FRP bars or/and plates, steel rebars, bonded and/or unbonded ...
Earthquake protection of colonial bell towers in Colima, Mexico with externally prestressed FRPs
(Taylor & Francis Group, 2016-05)
Seismic risk mitigation of historical masonry towers by means of prestressing devices
(Trans Tech Publications, 2010-10)
Earthquake protection of colonial bell towers in Colima, Mexico with externally prestressed FRPs
(Taylor & Francis Group, 2016-05)
The influence of the thickness of non-piezoelectric pieces on pre-stressed piezotransducers
(Elsevier Science BvAmsterdamHolanda, 2003)