Zobrazeno 1 - 10
of 13
pro vyhledávání: '"Violetta K. Kytinou"'
Publikováno v:
Developments in the Built Environment, Vol 18, Iss , Pp 100394- (2024)
Existing reinforced concrete buildings frequently require shear-strengthening to ensure structural integrity, and externally bonded carbon fiber-reinforced polymers (EB-CFRP) have become a wide-applicable approach. However, slabs and geometric restri
Externí odkaz:
https://doaj.org/article/93e8fb40ad9f4328b53890c2d42249ca
Publikováno v:
Sensors, Vol 24, Iss 17, p 5668 (2024)
Fire incidents pose significant threats to the structural integrity of reinforced concrete buildings, often necessitating comprehensive rehabilitation to restore safety and functionality. Effective rehabilitation of fire-damaged structures relies hea
Externí odkaz:
https://doaj.org/article/c7de4d056b394d7fadbecbb6f99a4da1
Publikováno v:
Buildings, Vol 14, Iss 3, p 626 (2024)
In this paper, an innovative infill wall is proposed and examined experimentally and parametrically. The proposed wall has an innovative design and is constructed with lightweight concrete strengthened by waste glass. The proposed wall not only demon
Externí odkaz:
https://doaj.org/article/c389d14217f94f0e86781d726e525129
Publikováno v:
Applied Sciences, Vol 12, Iss 15, p 7419 (2022)
In this paper the cyclic lateral response of reinforced concrete (RC) beam-column joints with composite carbon fiber-reinforced polymer (CFRP) bars as a longitudinal reinforcement in the beam is simulated with finite element (FE) modeling using softw
Externí odkaz:
https://doaj.org/article/335fac1311e74b759f44c737c0df2531
Autor:
Emmanouil Golias, Adamantis G. Zapris, Violetta K. Kytinou, Mourhat Osman, Michail Koumtzis, Danai Siapera, Constantin E. Chalioris, Chris G. Karayannis
Publikováno v:
Fibers, Vol 9, Iss 7, p 42 (2021)
The effectiveness of externally applied fiber-reinforced polymer (FRP) ropes made of carbon fibers in X-shape formation and in both sides of the joint area of reinforced concrete (RC) beam–column connections is experimentally investigated. Six full
Externí odkaz:
https://doaj.org/article/e6eff9e35caa480582a0f2faa78af0c2
Publikováno v:
Sensors, Vol 21, Iss 3, p 679 (2021)
The utilization and effectiveness of a custom-made, portable and low-cost structural health monitoring (SHM) system that implements the PZT-based electro-mechanical admittance (EMA) methodology for the detection and evaluation of the damage of flexur
Externí odkaz:
https://doaj.org/article/2e73abda27e6438db5df70940207da3c
Publikováno v:
Buildings, Vol 9, Iss 6, p 146 (2019)
The effectiveness of slightly reinforced thin U-shaped cementitious mortar jacketing for the repair of damaged shear-critical reinforced concrete beams is experimentally investigated. The test project includes two parts. In the first one, five concre
Externí odkaz:
https://doaj.org/article/475ec24fb72c4dca82fc81883d767335
Autor:
Adamantis G. Zapris, Maria C. Naoum, Violetta K. Kytinou, George M. Sapidis, Constantin E. Chalioris
Publikováno v:
Polymers; Volume 15; Issue 2; Pages: 278
The favorable contribution of externally bonded fiber-reinforced polymer (EB-FRP) sheets to the shear strengthening of reinforced concrete (RC) beams is widely acknowledged. Nonetheless, the premature debonding of EB-FRP materials remains a limitatio
Autor:
Emmanouil Golias, Chris G. Karayannis, Constantin E. Chalioris, George I. Kalogeropoulos, Adamantis G. Zapris, Violetta K. Kytinou
Publikováno v:
Sustainability
Volume 13
Issue 11
Sustainability, Vol 13, Iss 6454, p 6454 (2021)
Volume 13
Issue 11
Sustainability, Vol 13, Iss 6454, p 6454 (2021)
The necessity of ensuring the long-term sustainability of existing structures is rising. An important issue concerning existing reinforced concrete (RC) structures in seismically active regions is that a significant number of them lack the required e
Publikováno v:
Sensors, Vol 21, Iss 679, p 679 (2021)
Sensors (Basel, Switzerland)
Sensors
Volume 21
Issue 3
Sensors (Basel, Switzerland)
Sensors
Volume 21
Issue 3
The utilization and effectiveness of a custom-made, portable and low-cost structural health monitoring (SHM) system that implements the PZT-based electro-mechanical admittance (EMA) methodology for the detection and evaluation of the damage of flexur