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Untitled
The Institute of Theoretical and Applied Mechanics
34
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5 - 14
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5.
Original version of the author's contribution as presented on USB, paper 490015_1.pdf.:
PDF
Study of the influence of soft ferromagnet location and dimensions on the levitation performance for maglev systems
Huang, Chenguang
;
Zhou, Youhe
Levitation force, Stability, Maglev system, Soft ferromagnet, Functional minimization.
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6.
Original version of the author's contribution as presented on USB, paper 490001_1.pdf.:
PDF
Preface of the “2nd symposium on computational and analytical techniques for solving coupled multiphysics problems”
Zhou, Youhe
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7.
Original version of the author's contribution as presented on USB, paper 4959.:
PDF
Elasto-Plastic Time History Analysis of a High-Rise Frame-Rc Core Wall Structure Based on Two Softwares
Guo, Changtuan
;
Liu, Lingfei
A concrete filled steel tubular laminated column and reinforced concrete core wall structure is located in a region of seismic intensity 7. There are three floors undergr [...]
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8.
Original version of the author's contribution as presented on USB, paper 4796.:
PDF
Site Measuring and Analysis of Ground Vibration Induced By the Large Earthquake Simulation Shaking-Table Operation
Guo, Xun
;
Liu, Bideng
The large shaking-table operation induced vibration to the free-field is concerned by the nearby users of precise instruments laboratory and refinement processing worksho [...]
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9.
Original version of the author's contribution as presented on USB, paper 3033.:
PDF
A Tension-Resistant Device in Base Isolation
Zhou, Ying
;
Zhou, Ying
The elastomeric isolation system is not commonly adopted in high-rise construction and buildings with large aspect ratio, due to large overturning moment and subsequent d [...]
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10.
Original version of the author's contribution as presented on USB, paper 2606.:
PDF
Review of Laboratory Test Data for Combined Lateral and Gravity Shear Demands on Interior Slab-Column Connections
Zhou, Yan
;
Hueste, Mary Beth D
Flat slabs are a common floor system for commercial and residential buildings. Past earthquake damage has shown that slabcolumn (SC) frames are not a suitable main latera [...]
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11.
Original version of the author's contribution as presented on USB, paper 164.:
PDF
Seismic Isolation of High-Rise Buildings Using the Friction Pendulum System With Fluid Viscous Dampers
Zhou, Ying
;
Zhong, Kuanshi
In the past decade, the friction pendulum system (FPS) has been verified as a reliable seismic resisting. The longer vibration period and the concentration of energy diss [...]
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12.
Original version of the author's contribution as presented on USB, paper 1530.:
PDF
Experimental Study on Seismic Performance of Earthquake-Damaged Frame Retrofitted By Using Sector Lead Viscoelastic Dampers
Deng, Xuesong
;
Zhang, Chao
Viscoelastic damper is a kind of widely-used energy dissipation device, which can be equipped in building structures for wind or earthquake vibration control. However, th [...]
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13.
Original version of the author's contribution as presented on USB, paper 1223.:
PDF
Experimental Study on the Seismic Performance of Four-Tower High-Rise With An Isolated Sky-Corridor on the Top
Lu, Qing
;
Lu, Wensheng
A four-tower high-rise with an isolated sky-corridor on the top has been designed in the seismic region of China. The 300 meters long sky corridor bridges the four 230 me [...]
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14.
Original version of the author's contribution as presented on CD, section: CD-MS 09 WIND EFFECTS ON STRUCTURES .:
PDF
Wind Characteristics Around and Effects on a Sea-Crossing Bridge Based on Monitoring Data
Sun, L.
;
Min, Z.
Wind loading is critical for a long-span and flexible bridge under operation. This paper studied the wind loading on a sea-crossing bridge, namely the Main Navigational C [...]
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