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Arsalan Niroomandi
Observed names:
A. Niroomandi,
Niroomandi, Arsalan
Observed institutions:
Shiraz University,
University of Canterbury,
WSP (New Zealand)
ORCID:
0000-0002-9441-7071
Observed ORCID:
0000-0002-9441-7071
OpenAlex ID:
A5089029465
Finite Element Analysis of Reinforced Concrete Beam-Column Connections with Governing Joint Shear Failure Mode
2017
·
M.A. Najafgholipour
, S.M. Dehghan
, et al.
·
Latin American Journal of Solids and Structures
·
147
PDF
Seismic performance of ordinary RC frames retrofitted at joints by FRP sheets
2010
·
A. Niroomandi
, A. Maheri
, et al.
·
Engineering Structures
·
131
Numerical investigation of the affecting parameters on the shear failure of Nonductile RC exterior joints
2014
·
Arsalan Niroomandi
, M.A. Najafgholipour
, et al.
·
Engineering Failure Analysis
·
29
A proposed model for predicting nonlinear behavior of RC joints under seismic loads
2016
·
J. Shayanfar
, H. Akbarzadeh Bengar
, et al.
·
Materials & Design
·
25
Experimental study on the effects of bi‐directional loading pattern on rectangular reinforced concrete walls
2021
·
Arsalan Niroomandi
, Stefano Pampanin
, et al.
·
Earthquake Engineering & Structural Dynamics
·
21
Out‐of‐plane shear‐axial failure in slender rectangular reinforced concrete walls
2022
·
Arsalan Niroomandi
, Stefano Pampanin
, et al.
·
Earthquake Engineering & Structural Dynamics
·
16
Research programme on seismic performance of reinforced concrete walls
2020
·
Alex Shegay
, Farhad Dashti
, et al.
·
Bulletin of the New Zealand Society for Earthquake Engineering
·
14
PDF
Seismic Behavior of Rectangular Reinforced Concrete Walls Prone to Out-of-Plane Shear-Axial Failure under Bidirectional Loading
2022
·
Arsalan Niroomandi
, Stefano Pampanin
, et al.
·
Journal of Structural Engineering
·
13
Seismic Retrofitting of Realistic Beam–Column Joints with Shear Failure Using FRP Sheets and FRP Anchors
2024
·
Enrique del Rey Castillo
, Arsalan Niroomandi
, et al.
·
Journal of Composites for Construction
·
12
Reinforced Concrete Wall Response Under Uni- and Bidirectional Loading
2025
·
K. Beyer
, M. Hube
, et al.
·
Americanae (AECID Library)
·
7
Comparison of alternative assessment procedures to predict seismic performance of RC columns
2015
·
Arsalan Niroomandi
, Stefano Pampanin
, et al.
·
6
Seismic behaviour of rectangular reinforced concrete walls under bi-directional loading.
2018
·
Niroomandi, Arsalan
·
UC Research Repository (University of Canterbury)
·
4
Rectangular RC walls under bi-directional loading: Recent experimental and numerical findings
2018
·
Arsalan Niroomandi
, Rajesh Dhakal
, et al.
·
University of Canterbury Research Repository (University of Canterbury)
·
4
PDF
Performance based assessment for FRP-retrofitted existing RC frames
2008
·
Seyed Saeed Mahini
, Arsalan Niroomandi
, et al.
·
RUNE (Research UNE)
·
4
Upgrading the ductility and seismic behavior factor of ordinary RC frames using fiber composite sheets
2009
·
Arsalan Niroomandi
, Alireza Maheri
·
Northumbria Research Link (Northumbria University)
·
3
The history of design guidelines and details of reinforced concrete column in New Zealand
2015
·
Arsalan Niroomandi
, Stefano Pampanin
, et al.
·
UC Research Repository (University of Canterbury)
·
2
Refined classification of seismic failure modes in wide-flange steel columns
2025
·
Mahshid Firoozbakhtian
, Mohammad Amir Najafgholipour
, et al.
·
Thin-Walled Structures
·
1
Evaluating the displacement capacity of slender rectangular reinforced concrete walls using moment-curvature analysis
2026
·
Arsalan Niroomandi
, Mahshid Firoozbakhtian
, et al.
·
Bulletin of the New Zealand Society for Earthquake Engineering
PDF
An analytical method to identify reinforced concrete walls prone to out-of-plane shear failure
2019
·
Arsalan Niroomandi
, Rajesh Dhakal
, et al.
·
University of Canterbury Research Repository (University of Canterbury)
Upgrading the performance level of ordinary frames using fibre reinforced plastic sheets
2009
·
Arsalan Niroomandi
, Alireza Maheri
·
Northumbria Research Link (Northumbria University)
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Works count:
22
Citation count:
439
H-index:
9
I10-index:
9
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