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Xinguang Ge
Institutions:
Huangshan University,
Liuzhou Institute of Technology
Observed institutions:
Shanghai Jiao Tong University,
Guangxi University of Science and Technology,
Huangshan University,
State Key Laboratory of Ocean Engineering,
Liuzhou Institute of Technology,
Guangxi University of Technology
show all 6
ORCID:
0000-0003-0885-5153
Observed ORCID:
0000-0003-0885-5153
OpenAlex ID:
A5062521114
Seismic responses of structure with six-element generalized model viscoelastic dampers
2022
·
Xinguang Ge
, Iftikhar Azim
, et al.
·
Soil Dynamics and Earthquake Engineering
·
15
Structural dynamic responses of linear structures subjected to Kanai-Tajimi excitation
2021
·
Xinguang Ge
, Chuangdi Li
, et al.
·
Structures
·
15
Wind vibration responses of structure with generalized Maxwell model viscoelastic dampers
2022
·
Chuangdi Li
, Xuefeng Yang
, et al.
·
Structures
·
14
Equivalent damping of SDOF structure with Maxwell damper
2018
·
Chuangdi Li
, Tun Li
, et al.
·
Earthquake Engineering and Engineering Vibration
·
14
Structural dynamic responses of building structures with non-viscous dampers under Kanai–Tajimi spectrum excitation
2021
·
Xinguang Ge
, Jinghai Gong
, et al.
·
Journal of Sound and Vibration
·
13
Dynamic analysis of damping structures considering support stiffness
2023
·
Chuangdi Li
, Ruibo Wang
, et al.
·
Structures
·
7
Analytical Study on the Random Seismic Responses of an Asymmetrical Suspension Structure
2023
·
Min Chen
, Xiongjie Liang
, et al.
·
Buildings
·
6
PDF
Dynamic response of asymmetric suspended structure subjected to random wind excitation
2024
·
Chong Tian
, Weicang Yao
, et al.
·
The Structural Design of Tall and Special Buildings
·
4
PDF
Concise Analytic Solutions for Random Seismic Response of High‐Rise Structure With Series‐Parallel Inerter System and Tuned Mass Damper
2024
·
Lin Deng
, Xinguang Ge
, et al.
·
Structural Control and Health Monitoring
·
4
PDF
Prediction of Bidirectional Shear Strength of Rectangular RC Columns Subjected to Multidirectional Earthquake Actions for Collapse Prevention
2022
·
Yingbo Pang
, Iftikhar Azim
, et al.
·
Sustainability
·
3
PDF
Analytical method for random seismic response of structures with tuned parallel inerter mass system and optimal parameters based on reliability
2024
·
Changsheng Wang
, Junbo Wang
, et al.
·
Structures
·
2
Novel Solutions for Wind‐Induced Random Responses of High‐Rise Structures With Parallel‐Tuned Inerter Mass System
2025
·
Hua Xie
, Cong Yao
, et al.
·
The Structural Design of Tall and Special Buildings
·
1
PDF
Analytic Solutions for the Stationary Seismic Response of Three-Dimensional Structures with a Tuned Mass-Inerter Damper and Bracket
2025
·
Lin Deng
, Cong Yao
, et al.
·
Buildings
PDF
Dynamic Responses of Composite Structures Connected by Viscoelastic Damper Under Seismic Excitation
2023
·
pengxin guo
, Chenjun Zhao
, et al.
·
SSRN Electronic Journal
Kanai-Tajimiスペクトル線形構造ランダム応答に基づく実モード統一解析法【JST・京大機械翻訳】
2020
·
Xinguang Ge
, LI Chuang-di
, et al.
防振構造の線形粘弾性液体ダンパの非定常応答解析法【jst・京大機械翻訳】
2019
·
LI Chuang-di
, Bai Dalian
, et al.
·
Zhendong yu chongji
Non stationary response analysis of isolated structures with linear viscoelastic liquid dampers
2019
·
LI Chuang-di
, Bai Dalian
, et al.
·
Zhendong yu chongji
6パラメータ実用粘弾性ダンパの単一自由度減衰システムの非定常応答解析【jst・京大機械翻訳】
2018
·
LI Chuang-di
, Liu Peng
, et al.
Optimal Design of Passive Dampers for Wind-Induced Response
2016
·
Liqun Wu
, Xiaodong He
, et al.
·
Journal of Computational and Theoretical Nanoscience
Maxwell減衰エネルギー散逸構造の非定常状態解析は,解析的解析を必要とする。【jst・京大機械翻訳】
2016
·
LI Chuang-di
, Tun Li
, et al.
·
Zhendong yu chongji
Equivalent Damping Analysis of Structures with Maxwell Viscous Dampers
2011
·
Xinguang Ge
·
Journal of Guangxi University of Technology
Optimal Design of Wind-induced Vibration Structrure With Tmd Devices Based on Improved Genetic Algorithm
2011
·
Yue Qiang
, He Jian
, et al.
·
Industrial Construction
5つの受動的ダンパを有する高層ビルのために,davenportスペクトルに基づくランダム風力応答の解析的解法解法を提案した。【jst・京大機械翻訳】
2009
·
LI Chuang-di
, Xinguang Ge
, et al.
·
工程力学
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Works count:
23
Citation count:
98
H-index:
6
I10-index:
5
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