Search Results - "Wang, Kung‐Juin"

Hybrid simulation of a steel dual system with buckling‐induced first‐story column shortening: A mixed control mode approach by Wang, Kung‐Juin, Chou, Chung‐Che, Huang, Cheng‐Wei, Shen, Hou‐Kuan, Sepulveda, Claudio, Mosqueda, Gilberto, Uang, Chia‐Ming

“…This paper presents a hybrid simulation (HS) with a proposed substructuring technique that captures the effect of first‐story column local buckling and axial…”
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Hybrid simulation framework with mixed displacement and force control for fully compatible displacements by Sepulveda, Claudio, Mosqueda, Gilberto, Wang, Kung‐Juin, Huang, Po‐Chia, Huang, Cheng‐Wei, Uang, Chia‐Ming, Chou, Chung‐Che

“…A novel framework for hybrid simulation of the seismic response of structures is presented that employs a mixed displacement and force control strategy. A key…”
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Selective online model updating in hybrid simulation of a full‐scale steel moment frame by Sepulveda, Claudio, Cheng, Mao, Becker, Tracy, Mosqueda, Gilberto, Wang, Kung‐Juin, Huang, Po‐Chia, Huang, Cheng‐Wei, Uang, Chia‐Ming, Chou, Chung‐Che

“…This study presents the implementation of an online model updating algorithm within a full‐scale hybrid simulation (HS) of a six story, four bay steel moment…”
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Bidirectional substructure pseudo-dynamic tests and analysis of a full-scale two-story buckling-restrained braced frame by Khoo, Hsen-Han, Tsai, Keh-Chyuan, Tsai, Ching-Yi, Tsai, Cheng-Yu, Wang, Kung-Juin

“…Summary A two‐story buckling‐restrained brace (BRB) frame was tested under bidirectional in‐plane and out‐of‐plane loading to evaluate the BRB stability and…”
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Hybrid testing with model updating on steel panel damper substructures using a multi‐axial testing system by Wang, Kung‐Juin, Chuang, Ming‐Chieh, Tsai, Keh‐Chyuan, Li, Chao‐Hsien, Chin, Pu‐Yuan, Chueh, Shen‐Yuo

“…Summary This paper describes a series of hybrid tests performed on a steel panel damper (SPD) specimen by using a multi‐axial testing system. The building…”
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Hybrid experimental performance of a full‐scale two‐story buckling‐restrained braced RC frame by Wu, An‐Chien, Tsai, Keh‐Chyuan, Yang, Hsun‐Horng, Huang, Jie‐Luen, Li, Chao‐Hsien, Wang, Kung‐Juin, Khoo, Hsen‐Han

“…Summary This paper proposes a novel implementation of buckling‐restrained braces (BRB) in new reinforced concrete (RC) frame construction. Seismic design and…”
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Application of Robotic Welding Technology to the Continuity Plate Weld Within a Steel Built-up Box Column in Buildings by Chou, Chung-Che, Yu, Gee-Jin, Wang, Kung-Juin, Chang, Wei-Tze, Wu, Chiun-Lin, Zhao, Charlene Chin-Jie, Yang, Chun-Yao, Chou, Ming-Ti

“…This paper presents a study to investigate the feasibility of using robotic welding technologies to weld the continuity plate and the column flange plate…”
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Seismic design and experiment of single and coupled corner gusset connections in a full-scale two-story buckling-restrained braced frame by Lin, Pao-Chun, Tsai, Keh-Chyuan, Wu, An-Chien, Chuang, Ming-Chieh, Li, Chao-Hsien, Wang, Kung-Juin

“…Summary A gusset plate is subjected to forces induced from a buckling‐restrained brace (BRB) and frame action. In this study, a performance‐based design method…”
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Seismic design and hybrid tests of a full-scale three-story buckling-restrained braced frame using welded end connections and thin profile by Lin, Pao-Chun, Tsai, Keh-Chyuan, Wang, Kung-Juin, Yu, Yi-Jer, Wei, Chih-Yu, Wu, An-Chien, Tsai, Ching-Yi, Lin, Chih-Han, Chen, Jia-Chian, Schellenberg, Andreas H., Mahin, Stephen A., Roeder, Charles W.

“…SUMMARY A series of hybrid and cyclic loading tests were conducted on a three‐story single‐bay full‐scale buckling‐restrained braced frame (BRBF) at the Taiwan…”
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Pseudo-dynamic tests of a full-scale CFT/BRB frame-Part I: Specimen design, experiment and analysis by Tsai, Keh-Chyuan, Hsiao, Po-Chien, Wang, Kung-Juin, Weng, Yuan-Tao, Lin, Min-Lang, Lin, Ker-Chun, Chen, Chui-Hsin, Lai, Jiun-Wei, Lin, Sheng-Lin

“…A series of pseudo‐dynamic tests (PDTs) of a full‐scale 3‐story 3‐bay buckling‐restrained braced frame (BRBF) using concrete‐filled tube columns was tested in…”
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Parameter identification for on‐line model updating in hybrid simulations using a gradient‐based method by Chuang, Ming‐Chieh, Hsieh, Shang‐Hsien, Tsai, Keh‐Chyuan, Li, Chao‐Hsien, Wang, Kung‐Juin, Wu, An‐Chien

“…Summary To improve the efficiency of model fitting, parameter identification techniques have been actively investigated. Recently, the applications of…”
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ISEE: Internet-based Simulation for Earthquake Engineering-Part II: The application protocol approach by Wang, Kung-Juin, Tsai, Keh-Chyuan, Wang, Shiang-Jung, Cheng, Wei-Choung, Yang, Yuan-Sen

“…This paper develops new techniques for integrating a number of different structural laboratories together through the Internet in order to jointly conduct a…”
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ISEE: Internet-based Simulation for Earthquake Engineering-Part I: Database approach by Yang, Yuan-Sen, Hsieh, Shang-Hsien, Tsai, Keh-Chyuan, Wang, Shiang-Jung, Wang, Kung-Juin, Cheng, Wei-Choung, Hsu, Chuan-Wen

“…An Internet‐based framework, named Internet‐based Simulation for Earthquake Engineering (ISEE) was developed to facilitate collaborative earthquake engineering…”
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Inelastic behavior and seismic design of multistory chevron-braced frames with yielding beams by Roeder, Charles W., Sen, Andrew D., Asada, Hayato, Ibarra, Sara M., Lehman, Dawn E., Berman, Jeffrey W., Tsai, Keh-Chyuan, Tsai, Ching-Yi, Wu, An-Chien, Wang, Kung-Juin, Liu, Ruyue

“…Chevron or inverted V-braced frames offer numerous architectural and structural advantages, but the current special concentrically braced frame (SCBF)…”
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Seismic design and hybrid tests of a full-scale three-story concentrically braced frame using in-plane buckling braces by Tsai, Ching-Yi, Tsai, Keh-Chyuan, Lin, Pao-Chun, Ao, Wai-Hang, Roeder, Charles W, Mahin, Stephen A, Lin, Chih-Han, Yu, Yi-Jer, Wang, Kung-Juin, Wu, An-Chien, Chen, Jia-Chian, Lin, Te-Hung

“…This research investigates the brace-to-gusset connection designs to allow the braces buckle in the plane (IP) of the frame. In order to study the performance…”
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Full-scale fatigue tests of a cable-to-orthotropic bridge deck connection by Lin, Chih-Han, Lin, Ker-Chun, Tsai, Keh-Chyuan, Jhuang, Sheng-Jhih, Lin, Min-Lang, Chen, Jia-Chian, Chen, Pei-Ching, Wang, Kung-Juin, Lin, Sheng-Lin

“…Using a specially designed lever arm, full-scale fatigue tests of a cable-to-steel orthotropic bridge deck connection were conducted in the National Center for…”
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Cyclic responses of three 2-story seismic concentrically braced frames by Tsai, Ching-yi, Tsai, Keh-chyuan, Lin, Chih-han, Wei, Chih-yu, Wang, Kung-juin, Yu, Yi-jer, Wu, An-chien

“…Abstract Three full scale two-story steel concentrically braced frames (CBFs) were tested at the National Center for Research on Earthquake Engineering (NCREE)…”
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Seismic Design and Hybrid Tests of a Full-Scale Three-Story Concentrically Braced Frame Using In-Plane Budding Braces by TSAI, Ching-Yi, TSAI, Keh-Chyuan, CHEN, Jia-Chian, LIN, Te-Hung, LIN, Pao-Chun, AO, Wai-Hang, ROEDER, Charles W, MAHIN, Stephen A, LIN, Chih-Han, YU, Yi-Jer, WANG, Kung-Juin, WU, An-Chien

“…This research investigates the brace-to-gusset connection designs to allow the braces buckle in the plane (IP) of the frame. In order to study the performance…”
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