• 제목/요약/키워드: wall frame

검색결과 554건 처리시간 0.021초

Performance of cold-formed steel wall frames under compression

  • Pan, Chi-Ling;Peng, Jui-Lin
    • Steel and Composite Structures
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    • 제5권5호
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    • pp.407-420
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    • 2005
  • This study presents the strength of braced and unbraced cold-formed steel wall frames consisting of several wall studs acting as columns, top and bottom tracks, and bracing members. The strength and the buckling mode of steel wall frames were found to be different due to the change of bracing type. In addition, the spacing of wall studs is a crucial factor to the strength of steel wall frames. The comparisons were made between the test results and the predictions computed based on AISI Code. The related specifications do not clearly provides the effective length factors for the member of cold-formed steel frame under compression. This paper proposes effective length factors for the steel wall frames based on the test results. A theoretical model is also derived to obtain the modulus of elastic support provided by the bracing at mid-height of steel wall frames in this research.

Hygroscopic Properties of Light-Frame Wall with Different Assemblies

  • Kim, Se-Jong;Park, Chun-Young;Lee, Jun-Jae
    • Journal of the Korean Wood Science and Technology
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    • 제34권2호
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    • pp.22-29
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    • 2006
  • On purpose to reduce accumulated moisture and to prevent moisture condensation in a light-frame wall, thermal characteristics and moisture behaviors were investigated for four different wall assemblies; a) typical wall, b) addition of vapor retarder between the insulation and the gypsum board, c) addition of air gap for natural ventilation behind the siding, d) composition with b) and c). Each wall was tested under two climate conditions; 1) $20^{\circ}C$, 50% RH (indoor) and $30^{\circ}C$, 85% RH (outdoor), 2) $30^{\circ}C$, 85% RH (indoor) and $20^{\circ}C$, 50% RH (outdoor).The results showed that the typical wall assembly had poor resistance against moisture intrusion from the inside of building. Outdoor and indoor humidity caused the moisture condensations on the inside of the siding and the back surface of the sheathing respectively. The addition of a vapor retarder did not give significant improvement in preventing the moisture intrusion.

Strengthening of hollow brick infill walls with perforated steel plates

  • Aykac, Sabahattin;Kalkan, Ilker;Seydanlioglu, Mahmut
    • Earthquakes and Structures
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    • 제6권2호
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    • pp.181-199
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    • 2014
  • The infill walls, whose contribution to the earthquake resistance of a structure is generally ignored due to their limited lateral rigidities, constitute a part of the lateral load bearing system of an RC frame structure. A common method for improving the earthquake behavior of RC frame structures is increasing the contribution of the infill walls to the overall lateral rigidity by strengthening them through different techniques. The present study investigates the influence of externally bonded perforated steel plates on the load capacities, rigidities, and ductilities of hollow brick infill walls. For this purpose, a reference (unstrengthened) and twelve strengthened specimens were subjected to monotonic diagonal compression. The experiments indicated that the spacing of the bolts, connecting the plates to the wall, have a more profound effect on the behavior of a brick wall compared to the thickness of the strengthening plates. Furthermore, an increase in the plate thickness was shown to result in a considerable improvement in the behavior of the wall only if the plates are connected to the wall with closely-spaced bolts. This strengthening technique was found to increase the energy absorption capacities of the walls between 4 and 14 times the capacity of the reference wall. The strengthened walls reached ultimate loads 30-160% greater than the reference wall and all strengthened walls remained intact till the end of the test.

Comparison of structural foam sheathing and oriented strand board panels of shear walls under lateral load

  • Shadravan, Shideh;Ramseyer, Chris C.;Floyd, Royce W.
    • Advances in Computational Design
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    • 제4권3호
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    • pp.251-272
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    • 2019
  • This study performed lateral load testing on seventeen wood wall frames in two sections. Section one included eight tests studying structural foam sheathing of shear walls subjected to monotonic loads following the ASTM E564 test method. In this section, the wood frame was sheathed with four different types of structural foam sheathing on one side and gypsum wallboard (GWB) on the opposite side of the wall frame, with Simpson HDQ8 hold down anchors at the terminal studs. Section two included nine tests studying wall constructed with oriented strand board (OSB) only on one side of the wall frame subjected to gradually applied monotonic loads. Three of the OSB walls were tied to the baseplate with Simpson LSTA 9 tie on each stud. From the test results for Section one; the monotonic tests showed an 11 to 27 percent reduction in capacity from the published design values and for Section two; doubling baseplates, reducing anchor bolt spacing, using bearing plate washers and LSTA 9 ties effectively improved the OSB wall capacity. In comparison of sections one and two, it is expected the walls with structural foam sheathing without hold downs and GWB have a lower wall capacity as hold down and GWB improved the capacity.

중저층 상부벽식 하부골조 구조의 고유주기 산정식에 관한 연구 (Study on the Equation of Natural Period of Middle and Low Rise Building of Upper-Walled Lower Frame Type)

  • 유석형
    • 한국구조물진단유지관리공학회 논문집
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    • 제25권5호
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    • pp.60-67
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    • 2021
  • 국토교통부(2018)의 「필로티 건축물 구조설계 가이드라인」에서는 국내 필로티 형식의 다세대 주택과 같이 중저층의 상부벽식 하부 골조구조를 이루고 있는 복합구조의 고유주기를 안전성을 고려하여 상부 벽식구조에 해당하는 식을 적용하도록 제시하고 있다. 그러나 현행 벽식구조의 고유주기 산정 기준식은 주로 휨 거동하는 고층 벽식구조를 대상으로 한 실측 결과를 통하여 제정된 것으로서 벽체가 전단거동을 하는 국내 4층이하 필로티형 다세대 주택에는 적합하지 않을 것으로 사료되며, 또한, Park et al. (2000)은 해석적 연구를 통하여 10층 이상의 복합구조물의 고유주기에서 하부 골조구조의 영향이 상부 벽식구조보다 크게 작용하고 있음을 확인하였다. 따라서 본 연구에서는 중저층 필로티 구조의 고유주기에 미치는 하부골조의 영향을 검토하기 위하여 상부 벽식구조의 전단 및 휨 강성과 하부골조구조의 전단강성을 변수로 하는 대상 구조물들에 대하여 유한요소 모델을 이용한 고유치 해석과 고유주기 산정 근사식 그리고 현행 고유주기 산정 기준식을 이용하여 고유주기를 산출하고 비교하였다. 비교결과 하부골조의 전단강성변화가 상부벽체의 휨 또는 전단강성의 변화보다 건물 전체의 고유주기에 더 큰 영향을 주는 것으로 나타났다.

Analysis of settlements of space frame-shear wall-soil system under seismic forces

  • Jain, D.K.;Hora, M.S.
    • Earthquakes and Structures
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    • 제8권5호
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    • pp.1255-1276
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    • 2015
  • The importance of considering soil-structure interaction effect in the analysis and design of RC frame buildings is increasingly recognized but still not penetrated to the grass root level owing to various complexities involved. It is well established fact that the soil-structure interaction effect considerably influence the design of multi-storey buildings subjected to lateral seismic loads. The shear walls are often provided in such buildings to increase the lateral stability to resist seismic lateral loads. In the present work, the linear soil-structure analysis of a G+5 storey RC shear wall building frame resting on isolated column footings and supported by deformable soil is presented. The finite element modelling and analysis is carried out using ANSYS software under normal loads as well as under seismic loads. Various load combinations are considered as per IS-1893 (Part-1):2002. The interaction analysis is carried out with and without shear wall to investigate the effect of inclusion of shear wall on the total and differential settlements in the footings due to deformations in the soil mass. The frame and soil mass both are considered to behave in linear elastic manner. It is observed that the soil-structure interaction effect causes significant total and differential settlements in the footings. Maximum total settlement in footings occurs under vertical loads and inner footings settle more than outer footings creating a saucer shaped settlement profile of the footings. Each combination of seismic loads causes maximum differential settlement in one or more footings. Presence of shear wall decreases pulling/pushing effect of seismic forces on footings resulting in more stability to the structures.

복합구조물의 하부층수 변화에 따른 비선형 동적응답특성 (Nonlinear Dynamic Response Characteristics with Variations in the Lower Stories of Mixed Building Structures)

  • 강병두;전대한;김재웅
    • 한국전산구조공학회:학술대회논문집
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    • 한국전산구조공학회 2001년도 가을 학술발표회 논문집
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    • pp.443-450
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    • 2001
  • The Mixed building structures can be divided into three partition, namely, upper wall, lower frame, and transfer system which link two partitions. The purpose of this study is to investigate the nonlinear response characteristics of structures, as the stories of lower frame of mixed building structures changes. The recorded earthquake ground motions of EI Centro 1940 NS is adopted, and the maximum ground accelerations are adjusted to 55ga1, 110ga1, 220ga1, 330ga1. The conclusions of this study are the following. 1) The responses of model that the story of lower frame is one were different from those of other models. 2) The process of ductility hinge occurrence of member was ends of coupling beam of upper wall and ends of beam of lower frame in 55ga1, bases of shear wall on pit floor in 110ga1, and bases of column of 1F in 220ga1.

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FE-BEM을 이용한 뼈대구조물의 해석모델 개발(구조 및 재료 \circled1) (Development of the Analytical Model for Frame Structures using FE-BEM)

  • 최원;나준엽;김한중
    • 한국농공학회:학술대회논문집
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    • 한국농공학회 2000년도 학술발표회 발표논문집
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    • pp.246-252
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    • 2000
  • This paper presents an explanatory study of combining the finite element and boundary element methods to achieve an efficient and accurate analysis of frame structure containing shear wall. This model analyzes the frame by finite element method and the shear wall by boundary element method. The purpose of this study is the specific case that boundary element is surrounded by finite element. If material properties of shear wall are relatively the very smaller than it of frame structure, the displacement shape of each node is calculated exactly. And if the solution of displacement is the larger, the displacement shape is approximated more accurately.

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FE-BEM을 결합한 벽체의 해석모델 개발 (Development of a Wall Analysis Model Grafting FE-BEM)

  • 정남수;최원;이호재;김한중;이정재;김종옥
    • 한국농공학회논문집
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    • 제46권5호
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    • pp.61-68
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    • 2004
  • Methodologies of the finite element and boundary element are combined to achieve an efficient and accurate analysis model of frame structure containing shear wall. This model analyzes the frame by employing the finite element method and the shear wall by boundary element method. This study is applicable to a specific situation, where the boundary element is surrounded by finite elements. By employing FE dominant method in which boundary stiffness matrix is transformed into finite element stiffness matrix, boundary element and finite element method are combined to analyze frame structure with walls.

1/12 축소 철근콘크리트 상부벽식-하부골조 건축물의 진동대 실험 (Shaking Table Tests of 1/12-Sale R.C. Bearing-Wall system with Bottom Piloti Frames)

  • 이한선;고동우;권기현;김병현
    • 한국지진공학회:학술대회논문집
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    • 한국지진공학회 2001년도 추계 학술발표회 논문집 Proceedings of EESK Conference-Fall 2001
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    • pp.407-414
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    • 2001
  • The severe shortage of the available sites in the highly developed downtown area in Korea necessitates the construction of high-rise buildings which meet the need of residence and commercial activity simultaneously. The objective of this study is to investigate the seismic performance of this type of building structures. For this purpose, two 1 :12 scale 17-story reinforced concrete model structures were constructed according to the similitude law, in which the upper 15 stories have a bearing-wall system while the lower 2-story frames have two different layouts of the plan The one is a moment-resisting frame system and the other is a moment-resisting frame system with a infilled shear wall. Then, this model was subjected to a series of earthquake excitations. The test results show that the existence of shear wall reduced the shear deformation at the piloti frame, but has almost the negligible effect on the reduction of the overturning-moment angle.

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