Výsledky vyhledávání - "Hong-Gun Park"

Akademický článek

Effect of slab stiffness on floor response spectrum and fragility of equipment in nuclear power plant building

Autor: Yousang Lee, Ju-Hyung Kim, Hong-Gun Park

Publikováno v: Nuclear Engineering and Technology, Vol 55, Iss 11, Pp 3956-3972 (2023)

The floor response spectrum (FRS) is used to evaluate the seismic demand of equipment installed in nuclear power plants. In the conventional design practice of NPP structure, the FRS is simplified using the lumped-mass stick model (LMSM), assuming th

Externí odkaz: https://doaj.org/article/a936a932179f41db86d9d988b9a287bb

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Akademický článek

Seismic analysis, design, and retrofit of built-environments: a procedural review of current practices and case studies

Autor: Ju-Hyung Kim, Christopher J. Hessek, Yail J. Kim, Hong-Gun Park

Publikováno v: Journal of Infrastructure Preservation and Resilience, Vol 3, Iss 1, Pp 1-14 (2022)

Abstract This paper presents a synthesis of current practices in regard to the seismic analysis, design, and retrofit of built-environments. Background information on the behavior of existing buildings subjected to earthquake loadings is gathered and

Externí odkaz: https://doaj.org/article/c9710b83afe8466c9bfc114e3f475b5c

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Akademický článek

Cyclic Loading Test of Structural Walls with Small Openings

Autor: Hyun-Jin Yu, Su-Min Kang, Hong-Gun Park, Lan Chung

Publikováno v: International Journal of Concrete Structures and Materials, Vol 13, Iss 1, Pp 1-14 (2019)

Abstract This study aimed to investigate the effects of small openings on the structural performance of reinforced-concrete (RC) structural walls. Cyclic lateral loading tests were conducted on five RC walls with an aspect ratio of 2.6 and small open

Externí odkaz: https://doaj.org/article/e39d535e559048a4abdd9e1003f9f41b

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Akademický článek

Design Earthquake Response Spectrum Affected by Shallow Soil Deposit

Autor: Dong-Kwan Kim, Hong-Gun Park, Chang-Guk Sun

Publikováno v: Advances in Civil Engineering, Vol 2019 (2019)

Site response analyses were performed to investigate the earthquake response of structures with shallow soil depth conditions in Korea. The analysis parameters included the properties of soft soil deposits at 487 sites, input earthquake accelerations

Externí odkaz: https://doaj.org/article/2da356db80634812a67170515815765a

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