Follow
Sajad Veismoradi
Sajad Veismoradi
PhD Graduate at AUT
Verified email at aut.ac.nz - Homepage
Title
Cited by
Cited by
Year
A new self-centering brace with zero secondary stiffness using elastic buckling
SMM Yousef-beik, S Veismoradi, P Zarnani, P Quenneville
Journal of Constructional Steel Research 169, 106035, 2020
482020
Probabilistic mainshock-aftershock collapse risk assessment of buckling restrained braced frames
S Veismoradi, A Cheraghi, E Darvishan
Soil Dynamics and Earthquake Engineering 115, 205-216, 2018
432018
Development and parametric study of a new self-centering rotational friction damper
S Veismoradi, SMM Yousef-beik, P Zarnani, P Quenneville
Engineering Structures 235, 112097, 2021
392021
Experimental study on cyclic performance of a damage-free brace with self-centering connection
SMM Yousef-beik, S Veismoradi, P Zarnani, A Hashemi, P Quenneville
Journal of Structural Engineering 147 (1), 04020299, 2021
332021
Seismic performance improvement of conventional timber brace using re-centring friction connection
SMM Yousef-beik, H Bagheri, S Veismoradi, P Zarnani, A Hashemi, ...
Structures 26, 958-968, 2020
282020
Effect of seismic pounding on buildings isolated by triple friction pendulum bearing
GG Amiri, A Shakouri, S Veismoradi, P Namiranian
EARTHQUAKES AND STRUCTURES 12 (1), 35-45, 2017
192017
Resilient slip friction joint performance: Component analysis, spring model and anti-locking mechanism
FM Darani, P Zarnani, S Veismoradi, SMM Yousef-beik, A Hashemi, ...
Structures 33, 3897-3911, 2021
162021
Probabilistic seismic assessment of buckling restrained braces and yielding brace systems
S Veismoradi, GG Amiri, E Darvishan
International Journal of Steel Structures 16, 831-843, 2016
152016
Development of self-centring Rotational Slip Friction Joint: a novel damage-free damper with large deflections
S Veismoradi, P Zarnani, P Quenneville
142019
Seismic Performance of Rocking Concrete Shear Walls with Innovative Rotational Resilient Slip Friction Joints
K Sahami, S Veismoradi, P Zarnani, P Quenneville
142019
Probabilistic seismic assessment of mega buckling-restrained braced frames under near-fault ground motions
S Veismoradi, E Darvishan
142018
Seismic assessment of concrete buildings reinforced with shape memory alloy materials in different stories
MR Shiravand, MA Nashtaee, S Veismoradi
The Structural Design of Tall and Special Buildings 26 (15), e1384, 2017
122017
Seismic retrofitting of RC-frames using resilient slip friction joint toggle-bracing system
S Veismoradi, P Quenneville, SMM Yousef-Beik, P Zarnani
New Zealand Society for Earthquake Engineering, 2020
92020
Near-fault seismic performance of triple variable friction pendulum bearing.
P Namiranian, GG Amiri, S Veismoradi
Journal of Vibroengineering 18 (4), 2016
92016
Seismic strengthening of deficient RC frames using self-centering friction haunches
S Veismoradi, SMM Yousef-beik, P Zarnani, P Quenneville
Engineering Structures 248, 113261, 2021
82021
Seismic damage avoidance design of moment resisting frames with innovative resilient connection
M Shabankareh, S Veismoradi, P Zarnani, P Quenneville
New Zealand Society for Earthquake Engineering, 2020
62020
Effect of second-order actions on the performance of resilient slip friction joints: Analytical and experimental investigation
SMM Yousef-beik, S Veismoradi, P Zarnani, P Quenneville
Structures 33, 957-970, 2021
52021
Self-centring bracing system: avoidance of elastic buckling for braces with one intermediate damper
SMM Yousef-Beik, S Veismoradi, P Zarnani, P Quenneville, A Hashemi
New Zealand Society for Earthquake Engineering, 2020
42020
Full scale quasi-static testing of a new self-centering damage-avoidant timber brace
SMM Yousef-beik, S Veismoradi, P Zarnani, P Quenneville
17th World Conference on Earthquake Engineering, 2020
32020
Rocking concrete shear walls with self-centring friction dampers for seismic protection of building structuress
FM Darani, K Sahami, P Zarnani, S Veismoradi, H Bagheri, P Quenneville, ...
22019
The system can't perform the operation now. Try again later.
Articles 1–20