Operational modal analysis and finite element model updating of a 230 m tall tower

O Avci, K Alkhamis, O Abdeljaber, A Alsharo… - Structures, 2022 - Elsevier
Dynamic response levels are critical for tall and slender civil structures. Studying the
dynamic behavior of large civil structures with finite element modeling techniques requires …

[HTML][HTML] Cyclic Behavior of Concrete-Filled Tube Columns with Bidirectional Moment Connections Considering the Local Slenderness Effect

R Mata, E Nuñez - Buildings, 2024 - mdpi.com
In this research, the cyclic behavior of concrete-filled thin tube (CFTT) columns with
bidirectional moment connections was numerically studied within the context of thin-walled …

Finite elements procedure for modelling mechanichal behaviour of layered 3D printed concrete elements with experimental validation

V Telichko, G Slavcheva, A Levchenko - Journal of Building Pathology and …, 2024 - Springer
Abstract 3D concrete printing (3DCP), as one of the most promising digital construction
technologies of Industry 4.0, is based on digital manufacturing methodology. As one of the …

Effects of Staggered Plates on the Uplift Failure State and Bearing Capacity of NT-CEP Pile Groups

Y Qian, X Chen, L Sun, X Wang, Y Chen - Buildings, 2024 - mdpi.com
Plate position is an important parameter of a New Type Concrete Expanded-Plate (NT-CEP)
pile. In this study, two small-scale test models and two, four, six, and nine finite element …

Experimental and Numerical Investigations of the Seismic Performance of Railway Gravity Piers with Low Reinforcement Ratios

X Lu, J Lu - Sustainability, 2023 - mdpi.com
Gravity pier is a widely employed pier type in railway bridges worldwide. It is characterized
by a solid cross-section with a low longitudinal reinforcement ratio which can be even lower …

Soil–pipe interaction and structural response under static and seismic loading for geopolymer concrete pipes

KF Tee, S Mostofizadeh - Innovative Infrastructure Solutions, 2024 - Springer
The evaluation of underground concrete pipe performance demands advanced
methodologies for analyzing structural models and identifying key parameters influencing …

Investigation of uplift pressures on a drainage shaft using ANSYS SOLID185 elements and Drucker–Prager failure criterion for the surrounding rock stratum

O Avci, A Bhargava - Journal of Performance of Constructed …, 2020 - ascelibrary.org
This paper presents an assessment study conducted to investigate the structural condition of
a drainage shaft that is part of a very large aqueduct system located in the Northeastern …

Comparison between Various Creep Calculation Methods for the Time-dependent Analysis of Terminal 2E at Roissy

H Daou, W Raphael - Jordan Journal of Civil Engineering, 2021 - search.proquest.com
Creep affects the concrete structural parts existing in various buildings and bridges, such as
beams, columns and walls. Understanding the impact of creep on structural components …

Methodology for rapid estimation of deflections in two-way reinforced concrete slabs considering cracking

GK Singh, KA Patel, S Chaudhary… - Practice Periodical on …, 2021 - ascelibrary.org
The codes of practice do not provide a methodology for estimation of deflection in two-way
reinforced concrete (RC) slabs. Hence, a methodology has been proposed for immediate …

Seismic effect on cantilever slab of rectangular and C-shaped buildings using time-history analysis

NN Morey, S Potnis - Innovative Infrastructure Solutions, 2023 - Springer
This study's intention is to investigate the seismic effects on the cantilever balcony (slab) of
fifteen-storied (G+ 14) rectangular and C-shaped buildings through time-history analysis …