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科言猫学术研究的AI总结
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N

Nahid Khodabakhshi

the hong kong university of science and technology

2H指数
10论文数
14被引数
收录论文 6
发表时间
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Analytical and experimental investigations on failure of bamboo culms in bending: Effects of shear-tension interaction and bimodulus material behavior竹秆弯曲破坏的解析与实验研究：剪切-拉伸相互作用及双模量材料行为的影响
errEngineering Structures
IF6.4
err2026-02-10
err0
PREAI
errNahid Khodabakhshi; Theodora Mouka; Elias G. Dimitrakopoulos; David Trujillo; Alireza Khaloo
err分享
err收藏
Stiffness characterization of bolted multi-culm bamboo members螺栓连接的多节竹构件的刚度表征
errJOURNAL OF BUILDING ENGINEERING
IF7.4
err2025-06-01
err0
PREAI
errKhodabakhshi, Nahid; Chu, Stefan K. W.; Mouka, Theodora; Kum, Ka Him; Dimitrakopoulos, Elias G.
err分享
err收藏
Sensor network- and frequency-based damage identification approach in multi-damage structures基于传感器网络和频率的多损伤结构损伤识别方法
errSTRUCTURE AND INFRASTRUCTURE ENGINEERING
IF2.6
err2025-05-11
err0
PREAI
errNahid Khodabakhshi; Alireza Khaloo; Amin Khajehdezfuly
err分享
err收藏
Experimental and numerical investigations on defect location detection of multi-damage steel beams using advanced damage location vector approach
errJOURNAL OF CIVIL STRUCTURAL HEALTH MONITORING
IF4.3
err2024-06-06
err0
PREAI
errKhodabakhshi, Nahid; Khaloo, Alireza; Khajehdezfuly, Amin
err分享
err收藏
Experimental investigation of innovative reinforcement method for two-way concrete slabs using perforated steel plates
errSTRUCTURAL CONCRETE
IF3.3
err2023-10-11
err1
errOAAI
errKhaloo, Alireza; Khodabakhshi, Nahid; Dehkordi, Morteza Raissi
err分享
err收藏
Effects of support conditions and arrangement of prestressed rocking columns on the displacement of concrete frames under dynamic loads支撑条件和预应力摇摆柱布置对动荷载作用下混凝土框架位移的影响
errBULLETIN OF EARTHQUAKE ENGINEERING
IF4.1
err2022-03-21
err5
PREAI
errKhodabakhshi, Nahid; Khaloo, Alireza
err分享
err收藏

研究方向

暂时未获取到该数据
合作学者
合作期刊
S
Samuel Kai Wah Chu
H 指数: 49 · 论文数: 299
E
Elias G. Dimitrakopoulos
H 指数: 29 · 论文数: 128
A
Alireza Khaloo
H 指数: 25 · 论文数: 121
D
David Trujillo
H 指数: 16 · 论文数: 64
A
Amin Khajehdezfuly
H 指数: 14 · 论文数: 46
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