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Giulia Angelucci
Giulia Angelucci
PhD student
Verified email at uniroma1.it
Title
Cited by
Cited by
Year
Diagrid structural systems for tall buildings: Changing pattern configuration through topological assessments
G Angelucci, F Mollaioli
The Structural Design of Tall and Special Buildings 26 (18), e1396, 2017
362017
Voronoi-like grid systems for tall buildings
G Angelucci, F Mollaioli
Frontiers in Built Environment 4, 78, 2018
312018
Near-fault earthquakes with pulse-like horizontal and vertical seismic ground motion components: Analysis and effects on elastomeric bearings
G Quaranta, G Angelucci, F Mollaioli
Soil Dynamics and Earthquake Engineering 160, 107361, 2022
182022
An integrated topology optimization framework for three‐dimensional domains using shell elements
G Angelucci, SMJ Spence, F Mollaioli
The Structural Design of Tall and Special Buildings 30 (1), e1817, 2021
142021
Evaluation of optimal lateral resisting systems for tall buildings subject to horizontal loads
G Angelucci, F Mollaioli, O AlShawa
Procedia Manufacturing 44, 457-464, 2020
122020
Quantification of energy-related parameters for near-fault pulse-like seismic ground motions
O AlShawa, G Angelucci, F Mollaioli, G Quaranta
Applied Sciences 10 (21), 7578, 2020
82020
A new modular structural system for tall buildings based on tetrahedral configuration
G Angelucci, F Mollaioli, R Tardocchi
Buildings 10 (12), 240, 2020
62020
Performance assessment of Timber High-rise Buildings: Structural and Technological Considerations
G Angelucci, F Mollaioli, M Molle, S Paris
The Open Construction & Building Technology Journal 16 (1), 2022
42022
Topology optimization of multi-story buildings under fully non-stationary stochastic seismic ground motion
G Angelucci, G Quaranta, F Mollaioli
Structural and Multidisciplinary Optimization 65 (8), 217, 2022
32022
Correlation between seismic energy demand and damage potential under pulse-like ground motions
G Angelucci, G Quaranta, F Mollaioli, SK Kunnath
International Workshop on Energy-Based Seismic Engineering, 234-249, 2023
22023
Correlation between energy and displacement demands for infilled reinforced concrete frames
G Angelucci, F Mollaioli, G Quaranta
Frontiers in Built Environment 9, 1198478, 2023
12023
Energy-based topology optimization under stochastic seismic ground motion: Preliminary framework
G Angelucci, G Quaranta, F Mollaioli
International Workshop on Energy-Based Seismic Engineering, 205-219, 2021
12021
Optimal lateral resisting systems for high-rise buildings under seismic excitations
G Angelucci, G Quaranta, F Mollaioli
COMPDYN Proceedings 2021, 2021
12021
ENFRAG: Enhancing state-dependent FRAGility through experimentally validated energy-based approaches
R Gentile, G Angelucci, J WU, P Morandi, R Milanesi, F Mollaioli, ...
2023
New Energy Based Metrics to Evaluate Building Seismic Capacity
GA Tropea, G Angelucci, D Bernardini, G Quaranta, F Mollaioli
International Workshop on Energy-Based Seismic Engineering, 72-86, 2023
2023
Optimal topological design of structures subjected to non-stationary stochastic excitations
G Angelucci, G Quaranta, F Mollaioli
COMPDYN 2023, 9th ECCOMAS Thematic Conference on Computational Methods in …, 2023
2023
Performance assessment of pinned rocking core walls in steel multi-story buildings subjected to strong seismic ground motions
M De Angelis, G Angelucci, G Quaranta, S Pampanin, F Mollaioli
COMPDYN 2023, 9th ECCOMAS Thematic Conference on Computational Methods in …, 2023
2023
Optimum design of rocking wall coupled with building under stochastic seismic ground motion
M De Angelis, G Angelucci, G Quaranta, S Pampanin, F Mollaioli
COMPDYN 2023, 9th ECCOMAS Thematic Conference on Computational Methods in …, 2023
2023
Mitigation of seismic risk on high-rise buildings using rocking cores
F Mollaioli, G Angelucci, M De Angelis
Structures and Architecture A Viable Urban Perspective?, 1203-1210, 2022
2022
Structural Damage Characterization via Energy-Based Limit State Definition
GA Tropea, G Angelucci, G Quaranta, F Mollaioli
Eurasian Conference on OpenSees, 431-441, 2022
2022
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