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12 results on '"SUNG-BAE KIM"'

5. Pattern of Rash, Diarrhea, and Hepatic Toxicities Secondary to Lapatinib and Their Association With Age and Response to Neoadjuvant Therapy: Analysis From the NeoALTTO Trial.

Author

Azim Jr, Hatem A., Agbor-tarh, Dominique, Bradbury, Ian, Phuong Dinh, Baselga, Jose, Di Cosimo, Serena, Greger Jr, James G., Smith, Ian, Jackisch, Christian, Sung-Bae Kim, Aktas, Bahriye, Chiun-Sheng Huang, Vuylsteke, Peter, Ruey Kuen Hsieh, Dreosti, Lydia, Eidtmann, Holger, Piccart, Martine, and de Azambuja, Evandro

Published
2013
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6. Phase III, Multicenter, Randomized Trial of Maintenance Chemotherapy Versus Observation in Patients With Metastatic Breast Cancer After Achieving Disease Control With Six Cycles of Gemcitabine Plus Paclitaxel As First-Line Chemotherapy: KCSG-BR07-02.

Author

Yeon Hee Park, Kyung Hae Jung, Seock-Ah Im, Joo Hyuk Sohn, Jungsil Ro, Jin-Hee Ahn, Sung-Bae Kim, Byung-Ho Nam, Do Youn Oh, Sae-Won Han, Soohyeon Lee, In Hae Park, Keun Seok Lee, Jee Hyun Kim, Seok Yun Kang, Moon Hee Lee, Hee Sook Park, Jin Seok Ahn, and Young-Hyuck Im

Published
2013
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9. Debonding failure analysis of FRP-retrofitted concrete panel under blast loading.

Author

Ho Jin Kim, Na Hyun Yi, Sung Bae Kim, Jin Won Nam, Ju Hyung Ha, and Jang-Ho Jay Kim

Subjects
POLYMERS, BLAST effect, RETROFITTING, REINFORCED concrete, STRUCTURAL failures
Abstract

Even though fiber reinforced polymer (FRP) has been widely used as a retrofitting material, the FRP behavior and effect in FRP retrofitted structure under blast loading, impulsive loading with instantaneous time duration, has not been accurately examined. The past studies have focused on the performance of FRP retrofitted structures by making simplifications in modeling, without incorporating accurate failure mechanisms of FRP. Therefore, it is critical to establish an analytical model that can properly consider the specific features of FRP material in evaluating the response of retrofitted concrete structures under blast loading. In this study, debonding failure analysis technique for FRP retrofitted concrete structure under blast loading is suggested by considering FRP material characteristics and debonding failure mechanisms as well as rate dependent failure mechanism based on a blast resisting design concept. In addition, blast simulation of FRP retrofitted RC panel is performed to validate the proposed model and analysis method. For validation of the proposed model and analysis method, the reported experimental results are compared with the debonding failure analysis results. From the comparative verification, it is confirmed that the proposed analytical model considering debonding failure of FRP is able to reasonably predict the behavior of FRP retrofitted concrete panel under blast loading. [ABSTRACT FROM AUTHOR]

Published
2011
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