关注
Kamyar Kildashti
标题
引用次数
年份
A case study on the assessment of response modification coefficient and earthquake-induced collapse potential of a high-rise setback tower
K Kildashti, R Mirghaderi
Structure and Infrastructure Engineering 13 (9), 1212-1229, 2017
32017
A case study on the seismic performance assessment of the high-rise setback tower in accordance with TBI guidelines
K Kildashti, R Mirghaderi
School of Civil Engineering, The University of Queensland, 2015
12015
A case study on the soil–pile–structure interaction of a long span arched structure
K Kildashti, K M. Dolatshahi, R Mirghaderi
Structure and Infrastructure Engineering 12 (12), 1614-1633, 2016
72016
A revisit of common normal method for discrete modelling of non-spherical particles
K Kildashti, K Dong, B Samali
Powder Technology 326, 1-6, 2018
192018
An accurate geometric contact force model for super-quadric particles
K Kildashti, K Dong, B Samali
Computer Methods in Applied Mechanics and Engineering 360, 112774, 2020
232020
Assessment of axial force effect on improved damage index of confined RC beam-column members
R Abbasnia, N Mirzadeh, K Kildashti
International Journal of Civil Engineering 9 (3), 237-246, 2011
182011
Assessment of different failure modes in liquid storage tanks under horizontal ground motion
K Kildashti, B Samali, N Mirzadeh
Volume of Abstracts: 13th International Conference on Steel, Space and …, 2018
2018
Assessment of seismic behaviour of SMRFs with RBS connections by means of mixed‐based state‐space approach
K Kildashti, R Mirghaderi
The Structural Design of Tall and Special Buildings 18 (5), 485-505, 2009
192009
Centre for Infrastructure Engineering, Western Sydney University, Penrith NSW 2751, Australia* Corresponding author: kejun. dong@ westernsydney. edu. au
K Kildashti
Classification of inter-modular connections for stiffness and strength in sway corner-supported steel modular frames
M Farajian, P Sharafi, H Eslamnia, K Kildashti, Y Bai
Journal of Constructional Steel Research 197, 107458, 2022
182022
Computational simulation of eccentrically loaded reinforced concrete walls formed with modular thin-walled permanent formwork system
K Kildashti, B Samali, A Malik, MM Alamdari
Journal of Building Engineering 36, 102131, 2021
132021
Computational simulation of light timber framing connections strengthened with self-tapping screws
K Kildashti, F Alinoori, F Moshiri, B Samali
Journal of Building Engineering 44, 103003, 2021
82021
Contact force models for non-spherical particles with different surface properties: A review
K Kildashti, K Dong, A Yu
Powder Technology 418, 118323, 2023
162023
Damage diagnosis in bridge structures using rotation influence line: Validation on a cable-stayed bridge
MM Alamdari, K Kildashti, B Samali, HV Goudarzi
Engineering Structures 185, 1-14, 2019
772019
Displacement ratios for structures with material degradation and foundation uplift
KM Dolatshahi, A Vafaei, K Kildashti, M Hamidia
Bulletin of Earthquake Engineering 17, 5133-5157, 2019
182019
Drive-by-bridge inspection for damage identification in a cable-stayed bridge: Numerical investigations
K Kildashti, MM Alamdari, CW Kim, W Gao, B Samali
Engineering structures 223, 110891, 2020
482020
Effects of bolted connections’ properties on natural dynamic characteristics of corner-supported modular steel buildings
M Farajian, P Sharafi, M Alembagheri, K Kildashti, A Bigdeli
Structures 45, 1491-1515, 2022
92022
Evaluation of contact force models for discrete modelling of ellipsoidal particles
K Kildashti, K Dong, B Samali, Q Zheng, A Yu
Chemical Engineering Science 177, 1-17, 2018
372018
Evaluation of contact force models for ellipsoidal particles
K Dong, K Kildashti, B Samali
The 8th International Conference on Computational Methods (ICCM2017), 2017
2017
Experimental and numerical studies on the comparison between stay-in-place-and conventionally-formed reinforced concrete columns under concentric loading
K Kildashti, B Samali, A Malik
Construction and Building Materials 258, 119631, 2020
112020
系统目前无法执行此操作,请稍后再试。
文章 1–20