Zobrazeno 1 - 10
of 156
pro vyhledávání: '"Denise-Penelope N. Kontoni"'
Publikováno v:
Cogent Engineering, Vol 11, Iss 1 (2024)
AbstractFilling ability is one of the prominent rheological properties of the self-compacting concrete (SCC), which has been studied in this research work deploying the functional behavior of the concrete through the Orimet apparatus using the couple
Externí odkaz:
https://doaj.org/article/e8ed182affa7433a8143e91154d03b9c
Publikováno v:
Scientific Reports, Vol 14, Iss 1, Pp 1-20 (2024)
Abstract Filling ability is one of the prominent rheological properties of the self-compacting concrete (SCC), which has been studied in this research work deploying the functional behavior of the concrete through the studied funnel apparatus using t
Externí odkaz:
https://doaj.org/article/8c8ced651ce748569078ee33cfe952ab
Publikováno v:
Scientific Reports, Vol 13, Iss 1, Pp 1-11 (2023)
Abstract Studying the rheological behavior of concrete, especially self-compacting concrete is vital in the design and structural integrity of concrete structures for design, construction, and structural material sustainability. Both analytical and n
Externí odkaz:
https://doaj.org/article/eafd7a48aa794c0cab85985aeaf3ff57
Publikováno v:
Buildings, Vol 14, Iss 9, p 2801 (2024)
Determining the impact of pulse-type earthquake characteristics on the vulnerability of base-isolated buildings under non-pounding conditions has yielded conflicting results in previous studies. Moreover, this issue has received less attention for po
Externí odkaz:
https://doaj.org/article/c8b9c0d5ef80449095083e54c831e37f
Autor:
Ahmed Mohammed Abdelalim, Salah Omar Said, Aljawharah A. Alnaser, Ahmed Sharaf, Adel ElSamadony, Denise-Penelope N. Kontoni, Mohamed Tantawy
Publikováno v:
Buildings, Vol 14, Iss 6, p 1788 (2024)
In response to the critical need for enhanced resource management in the construction industry, this research develops an innovative, integrated methodology that synergistically combines Agent-Based Modeling (ABM), Building Information Modeling (BIM)
Externí odkaz:
https://doaj.org/article/8d325653451f414091ab5b9f71a965a3
Publikováno v:
Shock and Vibration, Vol 2024 (2024)
Using a monopile foundation due to a reliable and simple technology has a wide application in engineering structures. This paper investigates numerically the performance of an offshore wind turbine with a monopile foundation equipped with a restricti
Externí odkaz:
https://doaj.org/article/e2a14b492bb141808549ca7effc7a6bb
Publikováno v:
Advances in Bridge Engineering, Vol 3, Iss 1, Pp 1-19 (2022)
Abstract This paper investigates the effects of earthquakes’ duration, intensity, and magnitude on the seismic response of reinforced concrete (RC) bridges retrofitted with seismic bearings, such as elastomeric bearings (EB), lead rubber bearings (
Externí odkaz:
https://doaj.org/article/a44ee84086d44449a520f71478981084
Autor:
Denise-Penelope N. Kontoni, Kennedy C. Onyelowe, Ahmed M. Ebid, Hashem Jahangir, Danial Rezazadeh Eidgahee, Atefeh Soleymani, Chidozie Ikpa
Publikováno v:
Mining, Vol 2, Iss 4, Pp 629-653 (2022)
In this study, the employment of the gene expression programming (GEP) technique in forecasting models on sustainable construction materials including mineral admixtures and civil engineering quantities (e.g., compressive strength), was investigated.
Externí odkaz:
https://doaj.org/article/25fb4a3f605e44c187cc3cc38f6c4c6c
Autor:
Hassan Soltanmohammadi, Mohammadreza Mashayekhi, Mohammad Mahdi Memarpour, Denise-Penelope N. Kontoni, Masoud Mirtaheri
Publikováno v:
Infrastructures, Vol 9, Iss 2, p 19 (2024)
Investigating the impact of near-field ground motions on the fragility curves of multi-span simply supported concrete girder bridges is the main goal of this paper. Fragility curves are valuable tools for evaluating seismic risks and vulnerabilities
Externí odkaz:
https://doaj.org/article/b625e2ace7514e908984254863dda367
Autor:
Hosein Naderpour, Mohammad Abbasi, Denise-Penelope N. Kontoni, Masoomeh Mirrashid, Nima Ezami, Ambrosios-Antonios Savvides
Publikováno v:
Buildings, Vol 14, Iss 1, p 214 (2024)
Non-destructive testing (NDT) is a crucial method for detecting damages in concrete structures. Structural damage can lead to functional changes, necessitating a range of damage detection techniques. Non-destructive methods enable the pinpointing of
Externí odkaz:
https://doaj.org/article/6b193a16e2c3471892b27cf2a32a3258