Výsledky vyhledávání - "Tae-Sung Eom"

Akademický článek

Investigation of Diagonal Strut Actions in Masonry-Infilled Reinforced Concrete Frames

Autor: Seung-Jae Lee, Tae-Sung Eom, Eunjong Yu

Publikováno v: International Journal of Concrete Structures and Materials, Vol 15, Iss 1, Pp 1-14 (2021)

Abstract This study analytically investigated the behavior of reinforced concrete frames with masonry infills. For the analysis, VecTor2, a nonlinear finite element analysis program that implements the Modified Compression Field Theory and Disturbed

Externí odkaz: https://doaj.org/article/67d37592f0a640ab827ecf301bfabecd

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Akademický článek

Behavior and Design of Distributed Belt Walls as Virtual Outriggers for Concrete High-Rise Buildings

Autor: Tae-Sung Eom, Hiubalt Murmu, Weijian Yi

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

Abstract A new lateral force-resisting structural system for concrete high-rise buildings, distributed belt wall system, is proposed. Unlike conventional belt structures, the belt walls infilling the space between perimeter columns are distributed se

Externí odkaz: https://doaj.org/article/ee1e190368f84a1a9e41f360710318b4

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Akademický článek

Time-Dependent Deformations of Eccentrically Loaded Reinforced Concrete Columns

Autor: Tae-Sung Eom, Chang-Soo Kim, Xin Zhang, Jae-Yo Kim

Publikováno v: International Journal of Concrete Structures and Materials, Vol 12, Iss 1, Pp 1-12 (2018)

Abstract If reinforced concrete columns and walls in high-rise buildings are subjected to axial load for a sustained duration, long-term lateral deformation (or curvature) as well as axial shortening increase over time due to the creep and shrinkage

Externí odkaz: https://doaj.org/article/dedac2ee60b94af78796a67e503cace6

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Akademický článek

Behavior of Longitudinal Plate-to-Rectangular Hollow Structural Section K-Connections Subjected to Cyclic Loading

Autor: Tae-Hyun Yoon, Tae-Sung Eom, Chul-Goo Kim, Su-Min Kang

Publikováno v: Applied Sciences, Vol 10, Iss 11, p 3793 (2020)

This study investigated the behavior of longitudinal plate-to-rectangular hollow section (RHS) K-connections to which concrete-filled composite branch members were jointed. At the connections, longitudinal plates with or without chord face stiffener

Externí odkaz: https://doaj.org/article/9c526b3950954931a6156a0b8590456c

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