Loizos Pelecanos

Loizos Pelecanos

University of Bath

H-index: 18

Europe-United Kingdom

About Loizos Pelecanos

Loizos Pelecanos, With an exceptional h-index of 18 and a recent h-index of 15 (since 2020), a distinguished researcher at University of Bath, specializes in the field of Civil Engineering, Computational Mechanics, Earthquake Engineering, Soil-Structure Interaction.

His recent articles reflect a diverse array of research interests and contributions to the field:

Designing reinforced concrete piles with minimum embodied carbon

Minimising the embodied carbon of reinforced concrete piles using a multi-level modelling tool with a case study

Experimental and numerical investigation of transient dynamic response on reinforced concrete tunnels against repeated impact loads

Techniques to safeguard the underground tunnels against surface blast load

Optimizing the embodied carbon of concrete piles-case study

Optimising the environmental impact of deep foundations

Effect of slenderness ratio on the environmental impact of piles bored in clayey soil-case study

Simplified modelling of the transient response of underground structures due to dynamic loads generated from underground tunnels

Loizos Pelecanos Information

University

Position

Lecturer (Assistant Professor)

Citations(all)

959

Citations(since 2020)

655

Cited By

637

hIndex(all)

18

hIndex(since 2020)

15

i10Index(all)

25

i10Index(since 2020)

18

Email

University Profile Page

Google Scholar

Loizos Pelecanos Skills & Research Interests

Civil Engineering

Computational Mechanics

Earthquake Engineering

Soil-Structure Interaction

Top articles of Loizos Pelecanos

Designing reinforced concrete piles with minimum embodied carbon

2024/2/15

Minimising the embodied carbon of reinforced concrete piles using a multi-level modelling tool with a case study

Structures

2023/12/1

Experimental and numerical investigation of transient dynamic response on reinforced concrete tunnels against repeated impact loads

Energy

2016/5/1

Techniques to safeguard the underground tunnels against surface blast load

International Journal of Critical Infrastructures

2023/7/13

Optimizing the embodied carbon of concrete piles-case study

The International fib Symposium on the Conceptua l Design of Concrete Structures. fib. The International Federation for Structura l Concrete

2023/6/29

Optimising the environmental impact of deep foundations

2023/3/23

Effect of slenderness ratio on the environmental impact of piles bored in clayey soil-case study

14th fib PhD Symposium in Civil Engineering

2022/12/31

Simplified modelling of the transient response of underground structures due to dynamic loads generated from underground tunnels

2022/12/26

Prediction of damage intensity of reinforced concrete tunnels and soil against blast loading

2022/12/26

Monitoring of an existing concrete-lined tunnel at CERN excavated in the molasse rock

2022/12/26

A Winkler model of monopile ratcheting under long-term dynamic cyclic loading

Ocean Engineering

2022/12/15

Loizos Pelecanos
Loizos Pelecanos

H-Index: 15

A practical two-parameter model of pile–soil gapping for prediction of monopile offshore wind turbine dynamics

Géotechnique

2022/3/21

Loizos Pelecanos
Loizos Pelecanos

H-Index: 15

Mitigation strategies of underground tunnels against blast loading

International Journal of Protective Structures

2022/3

Loizos Pelecanos
Loizos Pelecanos

H-Index: 15

Modelling of offshore wind turbine monopile-soil interaction under multidirectional environmental loading

2022/1/21

Loizos Pelecanos
Loizos Pelecanos

H-Index: 15

Modelling the impact of gapping behaviour on monopile mounted offshore wind turbine dynamics

2021/6/28

Loizos Pelecanos
Loizos Pelecanos

H-Index: 15

A review on the Performance of the underground tunnels against blast loading

2021/3/31

Loizos Pelecanos
Loizos Pelecanos

H-Index: 15

A review on the performance of reinforced concrete structures under blast loading

2020/12/31

Loizos Pelecanos
Loizos Pelecanos

H-Index: 15

Seismic response of partially saturated soils beneath shallow foundations under sequential ground motions

Bulletin of Earthquake Engineering

2020/1/19

Abdülhakim Zeybek
Abdülhakim Zeybek

H-Index: 4

Loizos Pelecanos
Loizos Pelecanos

H-Index: 15

See List of Professors in Loizos Pelecanos University(University of Bath)

Co-Authors

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