Seismic reliability analysis and estimation of multilevel response modification factor for steel diagrid structural systems

V Mohsenian, S Padashpour, I Hajirasouliha - Journal of Building …, 2020 - Elsevier
Diagrid systems are emerging as one of the structurally efficient and architecturally aesthetic
solutions for tall buildings. Despite the fact that such systems are increasingly used in …

Accounting for Resilience in the Selection of R Factors for a RC Unsymmetrical Building

S Prasanth, G Ghosh, PK Gupta, C Casapulla… - Applied Sciences, 2023 - mdpi.com
Several design codes consider the non-linear response of a building by using one of the
most important seismic parameters, called the response reduction factor (R). The lack of a …

Seismic performance evaluation of deficient steel moment-resisting frames retrofitted by vertical link elements

V Mohsenian, R Filizadeh, Z Ozdemir, I Hajirasouliha - Structures, 2020 - Elsevier
In many earthquake prone regions in developing countries, substandard steel moment
resisting frame (SMRF) systems pose a profound danger to people and economy in the case …

Seismic performance assessment of eccentrically braced steel frames with energy-absorbing links under sequential earthquakes

V Mohsenian, R Filizadeh, I Hajirasouliha… - Journal of Building …, 2021 - Elsevier
Recent studies have indicated the need of considering aftershocks in the seismic
design/assessment of structures. This article investigates the effect of sequential mainshock …

Seismic reliability analysis of steel moment-resisting frames retrofitted by vertical link elements using combined series–parallel system approach

V Mohsenian, I Hajirasouliha, R Filizadeh - Bulletin of earthquake …, 2021 - Springer
The eccentric bracing system equipped with vertical links is capable of providing high levels
of stiffness, strength and ductility, and therefore, can be efficiently used for seismic retrofit of …

Selection of response reduction factor considering resilience aspect

S Prasanth, G Ghosh, PK Gupta, V Kumar… - Buildings, 2023 - mdpi.com
The selection of an adequate response reduction factor (R) in the seismic design of a
reinforced concrete building is critical to the building's seismic response. To construct a …

Multi-level response modification factor estimation for steel moment-resisting frames using endurance-time method

V Mohsenian, I Hajirasouliha… - Journal of Earthquake …, 2022 - Taylor & Francis
The computational complexity and high computational costs are the main obstacles to
estimate the seismic demand and capacity of non-linear structural systems and assess their …

Seismic Retrofitting of Existing Reinforced Concrete Buildings Using Aluminium Shear Links and Eccentric Steel Chevron Braces

A Elgammal, S El-Khoriby, A Seleemah - Arabian Journal for Science and …, 2024 - Springer
Many existing reinforced concrete buildings have been designed based on earlier codes of
practice that underestimated seismic forces, making them vulnerable to damage during …

Finite element parametric study on the cyclic response of steel frames equipped with comb-teeth dampers

E Montazeri, SM Kazemi, SS Askariani - Structures, 2021 - Elsevier
Abstract Comb-Teeth dampers (CTDs) are a new type of metallic yielding dampers
developed for passive control of structures. These dampers are installed between the floor …

Multilevel seismic demand prediction for acceleration-sensitive non-structural components

V Mohsenian, N Gharaei-Moghaddam… - Engineering …, 2019 - Elsevier
Existing methods to predict the seismic demand of non-structural components in current
seismic design guidelines do not generally consider the intensity of the design earthquake …