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The Institute of Theoretical and Applied Mechanics
13
records found 1 - 10
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1.
Original version of the author's contribution as presented on CD, section: .:
PDF
ANALYSIS AND EXPERIMENT OF ISOLATED BRIDGES USING POLYNOMIAL ROCKING BEARINGS
Lee, Tzu-Ying
;
Chung, Kun-Jun
This paper is aimed to study the effectiveness of Polynomial Rocking Bearing (PRB), a various-frequency sliding isolator, in decreasing the seismic responses of isolated [...]
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2.
Original version of the author's contribution as presented on CD, section: [RS30] Concrete structural members .:
PDF
TOOL FOR SHEAR ANALYSIS OF PRESTRESSED STEEL FIBER CONCRETE BEAMS
Tadepalli, P. R.
;
Hsu, T.T.C.
Prestressed steel fiber concrete beams have been employed in bridge engineering because the conventional shear reinforcement can be replaced by steel fibers, which can re [...]
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3.
Original version of the author's contribution as presented on USB, paper 256.:
PDF
Development of a Semi-Active Friction Damper for Seismic Structures By Using Leverage Mechanism
Lu, Lyan-Ywan
;
Chu, Shih-Yu
For seismic protection of structural systems, a semi-active friction damper (SAFD) whose slip force is adjustable in real time, usually provides better control performanc [...]
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4.
Original version of the author's contribution as presented on CD, Paper ID: 05-06-0042.:
PDF
Shaking Table Test on a Reinforced Concrete Core Wall-Steel Frame Hybrid Structure
Zhou, Y.
;
Huang, Z.H.
An efficient hybrid structural system is obtained when reinforced concrete (RC) core walls are used in conjunction with steel perimeter frames. Core walls can be effectiv [...]
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5.
Original version of the author's contribution as presented on CD, Paper ID: 05-06-0118.:
PDF
Pseudo-Static Test of Mixed Connections Between Steel Columns and Concrete Columns in Pudong (Shanghai) International Airport Terminal 2
Zhang, J.
;
Luo, W.C.
Mixed columns, consisting of a steel upper portion and a concrete lower portion, were used in the construction of Pudong International Airport Terminal 2. Two types of jo [...]
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6.
Original version of the author's contribution as presented on CD, Paper ID: 04-02-0084.:
PDF
Numerical Study of Localized Deformation in Granular Materials by Discrete Element Method
Qin, J.M.
;
Wang, G.X.
Granular materials exhibit very complex behavior under external load. The macro- and micro-mechanical characteristics of granular assembly are strongly dependent on the p [...]
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7.
Original version of the author's contribution as presented on CD, Paper ID: 05-06-0059.:
PDF
Seismic Behavior of Steel Plate Reinforced Concrete Shear Walls
Gan, C.J.
;
Wang, W.
The steel plate reinforced concrete shear wall (abbreviated as SPRCW) is an innovative type of lateral force resisting structural member potentially used in steel-concret [...]
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8.
Original version of the author's contribution as presented on CD, Paper ID: S06-003.:
PDF
Current Development of Functionally Upgraded Passive Devices for Seismic Response Reduction
Chen, Genda
;
Lu, Lyan-Ywan
In this paper, the concept of functionally upgraded passive devices is introduced to streamline some of the state-of-the-art researches and guide the development of new p [...]
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9.
Original version of the author's contribution as presented on CD, paper No. 2667.:
PDF
Shaking Table Model Test of a Super High-Rise Building with CFT frame and Core Wall
Yin, X. W.
;
Lu, X. L.
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10.
Original version of the author's contribution as presented on CD, paper No. 2218.:
PDF
Constant-damage Yield Strength Spectra
Jiang, H. J.
;
Chen, L. Z.
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