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The Institute of Theoretical and Applied Mechanics
9
records found
Search took 0.09 seconds.
1.
Original version of the author's contribution as presented on USB, paper 2914.:
PDF
Cyclic Loading Performance of Full-Scale Special Truss Moment Frames With Innovative Details for High Seismic Activity Areas
Jiansinlapadamrong, Chatchai
;
Chao, Shih-Ho
Special truss moment frames (STMFs) represent a steel structural framing system which is able to provide long bay width and high lateral stiffness due to the deep truss g [...]
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2.
Original version of the author's contribution as presented on USB, paper 2833.:
PDF
Seismic Performance of a Highly Damage-Tolerant Ultra-High Performance Fiber-Reinforced Concrete (Uhp-Frc) Column
Palacios, Guillermo
;
Chao, Shih-Ho
Reinforced concrete (RC) columns in the lower stories of high-rise buildings are usually subjected to high axial loads and large lateral earthquake forces in seismic regi [...]
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3.
Original version of the author's contribution as presented on USB, paper 2859.:
PDF
An Innovative and Simplistic Reinforcement Detail for Reinforced Concrete Coupling Beams
Choi, Young-Jae
;
Chao, Shih-Ho
Diagonally reinforced coupling beams (DCBs) are commonly used as seismic-force resisting members for medium- to high-rise buildings in high seismic zones. The diagonal re [...]
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4.
Original version of the author's contribution as presented on CD, Paper ID: 05-01-0036.:
PDF
Performance-Based Plastic Design(PBPD) Method for Earthquake-Resistant Structures
Goel, Subhash C.
;
Lee, Soon-Sik
This paper presents a brief overview of Performance-Based Plastic Design (PBPD) method as applied to seismic design. The method uses pre-selected target drift and yield m [...]
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5.
Original version of the author's contribution as presented on CD, Paper ID: 05-01-0385.:
PDF
Seismic Evaluation of Eccentrically Braced Steel Frames Designed by Performance-Based Plastic Design Method
Furukawa, Sachi
;
Chao, Shih-Ho
This paper discusses the influence of degrading hysteretic behavior of shear links and P-Delta effect on seismic response of steel Eccentrically Braced Frames (EBF). A 10 [...]
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6.
Original version of the author's contribution as presented on CD, Paper ID: 05-01-0033.:
PDF
Performance-Based Plastic Design of Steel Concentric Braced Frames for Enhanced Confidence Level
Chao, Shih-Ho
;
Goel, Subhash C.
Concentrically braced steel frames (CBFs) are very efficient and commonly used steel structures for resisting seismic loads because they provide complete truss action. Ba [...]
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7.
Original version of the author's contribution as presented on CD, Paper ID: 05-01-0412.:
PDF
Further Refinement of Performance-Based Plastic Design of Structures for Earthquake Resistance
Bayat, Mohammad Reza
;
Chao, Shih-Ho
Performance-Based Plastic Design (PBPD) method has been recently developed to achieve enhanced performance of earthquake resistant structures. The design concept uses pre [...]
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8.
Original version of the author's contribution as presented on CD, paper No. 4027.:
PDF
Performance-Based Plastic Design (PBPD) of High-Rise Buckling-Restrained Braced Frames
Sahoo, Dipti Ranjan
;
Chao, Shih-Ho
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9.
Original version of the author's contribution as presented on CD, paper No. 3659.:
PDF
A Collaborative Research Program on Performance-Based Design of Innovative Structural Systems for Earthquake Resistance: An Overview
Goel, S. C.
;
Chao, Shih-Ho
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