Behavior of framed modular building system with double skin steel panels

Hong, Seong Hyeon; Cho, Bong-Ho; Chung, Kyung-Soo; Moon, Juhyuk

doi:10.1016/j.jcsr.2011.02.002

Cited by 73 publications

(26 citation statements)

References 13 publications

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“…It is not aimed at aesthetics, but performance. The truss allows varying load resistance, and has a modular [24] design that allows independent cells to act individually to create a cohesive behaviour. The truss incorporates the latest research trends of modular and reconfigurable architecture, while still maintaining immediate practicality with easy assembly and disassembly.…”

Section: Discussionmentioning

confidence: 99%

High tensile UL700 frame module with adjustable control of length and angle

Lee

Shin

2015

Journal of Constructional Steel Research

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Section: Discussionmentioning

confidence: 99%

High tensile UL700 frame module with adjustable control of length and angle

Lee

Shin

2015

Journal of Constructional Steel Research

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“…벽 방식이다 (Hong et al, 2011). 반면 개방형 모듈은 철골 모멘트골조와 유사하게 보, 기둥 부재 및 접합부를 통해 하 중에 저항하는 골조 형식으로 (Annan et al, 2009;Lee et al, 2013), 최근 중고층 건축물에 대한 모듈러 구조 시스템 의 수요가 증가함에 따라 주로 사용되고 있는 단위 모듈 형 식이다 (Lawson et al, 2012).…”

Section: 폐쇄형 모듈은 보 기둥 골조 대신 모듈 측면에 가새 또는 면재 등 별도의 구조부재를 설치하여 횡력에 저항하unclassified

Analytical Models of Beam-Column joints in a Unit Modular Frame

Choi¹,

Kim²

2014

jcoseik

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Recently, modular structural systems have been applicable to building construction since they can significantly reduce building construction time. They consists of several unit modular frames of which each beam-column joint employs an access hole for connecting unit modular frames. Their structural design is usually carried out under the assumption that their load-carrying mechanism is similar to that of a traditional steel moment-resisting system. In order to obtain the validation of this assumption, the cyclic characteristics of beam-column joints in a unit modular frame should be investigate. This study carried out finite element analyses(FEM) of unit modular frames to investigate the cyclic behavior of beam-column joints with the structural influence of access holes. Analysis results show that the unit modular frames present stable cyclic response with large deformation capacities and their joints are classified into partial moment connections. Also, this study develops a simple spring model for earthquake nonlinear analyses and suggests the Ramberg-Osgood hysteretic rule to capture the cyclic response of unit modular frames.

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“…또한 이러한 유닛 모듈러 구조를 이용한 고층 건물에 대한 연구 또한 증가하고 있다 [2], [3] . 유닛 [4], [5] , 하태휴 (2013) 등은 내력벽식 스터드패널을 이용 한 모듈러 유닛의 내진성능 평가 연구를 수행한바 있다 [6] . 이 상섭 (2013) 등은 유닛 내의 최적의 상세 개선을 위한 기둥-보 조인트에 대한 실험적 연구를 수행하였다 [7] .…”

Section: 서 론unclassified

Test Result on Embedded Steel Column-to-Foundation Connection for Modular Unit Structural System

Lee¹,

Bae

Park³

et al. 2014

Journal of Korean Society of Steel Construction

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-A steel modular unit structural system has been used increasingly for mid and high-rise buildings, since the building can be easily constructed by assembling the pre-made modular unit structures. For this structural system, each modular unit structures have to be properly connected to the foundation to transfer the axial force and the bending moment that are generated from external load to the ground. In this study, a new type of the embedded steel column-to-foundation connection was proposed, and its flexural behavior was evaluated through a series of experimental study. Five full scale specimens for the proposed connections were constructed and tested. The effect of the main parameters that affect the flexural behavior of the proposed connection, such as embedment length and shape of end plate, were studied. From the results, it was found that the flexural stiffness of the proposed connection was higher than that of the semi-rigid connection for all test specimens, and 200 mm of embedment length was proper for the given test specimens in this study. , 하태휴 (2013) 등은 내력벽식 스터드패널을 이용 한 모듈러 유닛의 내진성능 평가 연구를 수행한바 있다 [6] . 이 상섭 (2013) 등은 유닛 내의 최적의 상세 개선을 위한 기둥-보 조인트에 대한 실험적 연구를 수행하였다 [7] . Keywords -

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Behavior of framed modular building system with double skin steel panels

Cited by 73 publications

References 13 publications

High tensile UL700 frame module with adjustable control of length and angle

High tensile UL700 frame module with adjustable control of length and angle

Analytical Models of Beam-Column joints in a Unit Modular Frame

Test Result on Embedded Steel Column-to-Foundation Connection for Modular Unit Structural System

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