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Untitled
The Institute of Theoretical and Applied Mechanics
13
records found 1 - 10
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1.
Original version of the author's contribution in proceedings, id 165, section .:
PDF
Experimental study on multi-mode rain-wind induced vibrations of a flexible cable
Gao, Dong-Lai
;
Li, Hui
Mechanism of rain-wind induced vibrations (RWIVs) of the stay cables of cable-stayed bridges has not been thoroughly clarified yet. Previous experimental studies mainly f [...]
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2.
Original version of the author's contribution as presented on CD, Paper ID: 05-01-0519.:
PDF
Damage Detection in the Composite Fuel Tank by Vibration Measurement Approach
Zhou, Wensong
;
Wu, Zhanjun
Demand of composite fuel tank for the space vehicles keeps increasing globally in aerospace industry, and requires of a mean to predict its service life. Reported are an [...]
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3.
Original version of the author's contribution as presented on CD, Paper ID: 06-0169.:
PDF
Seismic Behavior and Damage Evaluation of Self-Sensing Concrete-Filled FRP/FRP-Steel Composite Tubular Columns for Bridge Piers
Yan, Xin
;
Ou, J.P.
Two concrete-filled fiber reinforced polymer (FRP) tubular (CFFT) columns and two concrete-filled FRP-steel composite tubular (CFST) columns, as well as a control reinfor [...]
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4.
Original version of the author's contribution as presented on CD, Paper ID: S24-015.:
PDF
The-State-Of-The-Art and Practice of Structural Control of Civil Structures for Hazard Mitigation in Mainland China
Ou, Jinping
;
Li, Hui
Structural control is emerging technology for hazard mitigation in civil engineering and has been comprehensively studied over the world. This paper introduces the resear [...]
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5.
Original version of the author's contribution as presented on CD, Paper ID: 11-0208.:
PDF
Full Scale Test of All-Steel Buckling Restrained Braces
Ma, Ning
;
Yang, Weibiao
Buckling-restrained braces (BRBs) are widely used seismic response-controlling members with excellent energy dissipation capacity without buckling at design deformation. [...]
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6.
Original version of the author's contribution as presented on CD, Paper ID: 06-0170.:
PDF
Investigation of Seismic Performance of Cable-Stayed Bridges with Different Connections
Liu, Jinlong
;
Ou, J.P.
In this paper, the seismic behaviors of three cable-stayed bridges with different structural systems include Rigid System (RS), Floating System (FS) and Passive Energy Di [...]
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7.
Original version of the author's contribution as presented on CD, Paper ID: 05-06-0140.:
PDF
Study on Torsion Coupled Response of Non-Proportionally Damped Eccentrically Isolated Structure under Earthquake
Li, Hui
;
Du, Yongfeng
This paper presents a numerical investigation into non-proportionally damped eccentric isolated structures. The non-proportional damping characteristics of the isolated s [...]
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8.
Original version of the author's contribution as presented on CD, Paper ID: 10-0083.:
PDF
Earthquake Loss Estimation of Individual Buildings Based on Convex Set Model
Li, Hui
;
Duan, Z.D.
Probabilistic results drawn upon inadequate information, as usually happen, are suspicious. The uncertainties of spectrum displacement, damage state medians and loss rati [...]
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9.
Original version of the author's contribution as presented on CD, Paper ID: 12-03-0084.:
PDF
Experimental Study of Highway Bridges with Pounding Effects Subject Bi-Directional Earthquake Excitations
Guo, Anxin
;
Li, Hui
This paper presents an experimental study to investigate the pounding effects of highway bridges under bi-directional earthquake excitations. A 1:20 scaled elevated bridg [...]
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10.
Original version of the author's contribution as presented on CD, paper No. 1486.:
PDF
Experimental Study of Low-yield Strength Steel Buckling Restrained Brace
Ma, Ning
;
Li, Hui
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The Institute of Theoretical and Applied Mechanics :
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