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Untitled
The Institute of Theoretical and Applied Mechanics
10
records found
Search took 0.03 seconds.
1.
Original version of the author's contribution in proceedings, id 103, section .:
PDF
Indoor tests for the aeolian vibration of transmission lines
Peng, Tian
;
Zhang, Jian
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2.
Original version of the author's contribution as presented on CD, Paper ID: 04-02-0028.:
PDF
Profound 2-D Amplification Effects for Sites with Soft Soil Underlying Stiff Soil
Zhao, John X.
;
Zhang, Jian
For a 30m deep 1-D soil site of about 0.5s period with a soft soil layer at the surface overlying a stiff layer above bedrock, the short-period amplification characterist [...]
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3.
Original version of the author's contribution as presented on CD, Paper ID: 05-01-0068.:
PDF
Strength Reduction Factor (R Factor) Model and Inelastic Response Spectra for Forward-Directivity Ground Motion
Zhang, Jian
;
Zhao, John X.
The accuracy of six existing R-factor models for estimating inelastic response spectra is evaluated by using a suite of forward-directivity records and single-degree-of-f [...]
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4.
Original version of the author's contribution as presented on CD, Paper ID: 14-0027.:
PDF
Evaluating Soil-Structure Interaction Effects Using Dimensional Analysis
Zhang, Jian
;
Tang, Yuchuan
Soil-structure interaction can affect seismic responses of structures due to foundation flexibility and energy dissipation. The significance of these effects depends on t [...]
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5.
Original version of the author's contribution as presented on CD, Paper ID: 06-0090.:
PDF
Fragility Functions of Different Bridge Types Subject to Seismic Shaking and Lateral Spreading
Zhang, Jian
;
Kashighandi, Pirooz
Bridges, as the most critical component in transportation system, have suffered various levels of damages due to strong shaking or liquefaction-induced spreading in past [...]
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6.
Original version of the author's contribution as presented on CD, Paper ID: 11-0121.:
PDF
Optimum Isolation Design for Highway Bridges Using Fragility Function Method
Zhang, Jian
;
Huo, Yili
Seismic isolation can be used to improve the seismic response and reduce damages of bridges. This paper aims to use the performance-based evaluation approach to investiga [...]
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7.
Original version of the author's contribution as presented on CD, Paper ID: S16-01-011.:
PDF
Hysteretic Models for Reinforced Concrete Columns Considering Axial-Shear-Flexural Interaction
Xu, Shi-Yu
;
Zhang, Jian
The seismic evaluation of RC bridges requires a column model capturing the nonlinear behavior and the induced damage due to the combined effects of axial-shear-flexural i [...]
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8.
Original version of the author's contribution as presented on CD, Paper ID: 04-02-0122.:
PDF
Evaluation of Seismic Earth Pressures at the Passive Side
Song, Fei
;
Zhang, Jian-Min
Estimation of seismic earth pressures constitutes an important subject of research in civil engineering. Previous studies showed strong dependence of earth pressure coeff [...]
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9.
Original version of the author's contribution as presented on CD, Paper ID: 04-02-0060.:
PDF
Fragility of Older-Vintage Continuous California Bridges to Liquefaction and Lateral Spreading
Kashighandi, Pirooz
;
Zhao, Minxing
Static pushover analyses are utilized to evaluate the vulnerability of typical older-vintage California bridges with continuous superstructures and monolithic abutments t [...]
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10.
Original version of the author's contribution as presented on CD, paper No. 3760.:
PDF
Structural Performance of SPSWs with Unstiffened Slender, Moderate, and Stocky LYP Steel Infill Plates
Zirakian, Tadeh
;
Zhang, Jian
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