Journal of Korean Society of Steel Construction (한국강구조학회 논문집) - v. 27, n. 3 (juin 2015)

Publié:	juin 2015

Auteur(s)	Titre	Page(s)
Kim, So Yeong / Byeon, Sang Min / Lee, Ho / Shin, Kyung Jae	SHN490강종의 보-기둥 접합부 형태에 따른 실험적 연구: Test Results on the Type of Beam-to-Column Connection using SHN490 Steel	311-321
Lee, Kyungkoo / Lee, Moon Chang	강재압축재의 방폭성능에 대한 중력하중효과의 해석적 연구 (Analytical Study on Effects of Gravity Load on Blast Resistance of Steel Compressive Members)	273-280
Kim, Moonjeong / Ha, Tae Uk / Cho, Sukhee	고강도강 내진성능 향상부재를 적용한 건물 성능 비교 (Examination of Seismic Performance for Structure with Seismic Members made by High Strength Steel)	281-288
Yeom, Hee Jin / Jung, Eun Bi / Yoo, Jung Han	쉬어탭 공유 접합부를 갖는 비내진중심가새골조의 내진거동 (Seismic Behavior of Non-Seismic Concentrically Braced Frames with Shared Shear tab)	323-332
Kim, Sun Hee / Moon, Ji Young / Choi, Sung Mo	조립형 무용접 좌굴방지재로 보강된 역V형 가새의 변형성능 (Deformation Capacity of Inverted V-Type Brace Strengthened by Built-up Non-welded Buckling Restraint Element)	261-271
Park, Yong Myung / Kim, Tae Hyung / Kim, Dong Hyun / Jo, Sung Hoon / Lee, Jong Han	지진모의실험에 의한 비균열 및 균열콘크리트에 매입된 비보강 선설치앵커의 전단 저항강도 평가 (Shear Resistance of Unreinforced Cast-In-Place Anchors in Uncracked and Cracked Concrete by Seismic Qualification Tests)	347-357
Kim, Ki Hoon / Lee, Myung Jae	콘크리트충전 각형강관구조의 다이아프램 개구부 형상에 따른 기둥-보 접합부 구조적 거동 (Structural Behavior of Beam-to-Column Connections of Rectangular CFT Structures having Different Diaphragm Opening)	289-298
Kim, Dong Hyun / Park, Yong Myung / Kim, Tae Hyung / Jo, Sung Hoon / Kang, Choong Hyun	헤어핀 보강 선설치앵커의 정적 및 지진모의실험에 의한 전단 저항강도 평가 (Shear Strength of Hairpin Reinforced Cast-In-Place Anchors by Static and Seismic Qualification Tests)	333-345
Wang, Ning / Lee, Myung Jae	혼합다이아프램 형식을 적용한 콘크리트충전 원형강관 기둥-보 접합부의 구조적 특성 (Structural Characteristics of Beam-to-Column Connection of Circular CFT Columns by Using Mixed Diaphragms)	299-310

Auteur(s)

Titre

Page(s)

Kim, So Yeong / Byeon, Sang Min / Lee, Ho / Shin, Kyung Jae

SHN490강종의 보-기둥 접합부 형태에 따른 실험적 연구: Test Results on the Type of Beam-to-Column Connection using SHN490 Steel

311-321

Lee, Kyungkoo / Lee, Moon Chang

강재압축재의 방폭성능에 대한 중력하중효과의 해석적 연구 (Analytical Study on Effects of Gravity Load on Blast Resistance of Steel Compressive Members)

273-280

Kim, Moonjeong / Ha, Tae Uk / Cho, Sukhee

고강도강 내진성능 향상부재를 적용한 건물 성능 비교 (Examination of Seismic Performance for Structure with Seismic Members made by High Strength Steel)

281-288

Yeom, Hee Jin / Jung, Eun Bi / Yoo, Jung Han

쉬어탭 공유 접합부를 갖는 비내진중심가새골조의 내진거동 (Seismic Behavior of Non-Seismic Concentrically Braced Frames with Shared Shear tab)

323-332

Kim, Sun Hee / Moon, Ji Young / Choi, Sung Mo

조립형 무용접 좌굴방지재로 보강된 역V형 가새의 변형성능 (Deformation Capacity of Inverted V-Type Brace Strengthened by Built-up Non-welded Buckling Restraint Element)

261-271

Park, Yong Myung / Kim, Tae Hyung / Kim, Dong Hyun / Jo, Sung Hoon / Lee, Jong Han

지진모의실험에 의한 비균열 및 균열콘크리트에 매입된 비보강 선설치앵커의 전단 저항강도 평가 (Shear Resistance of Unreinforced Cast-In-Place Anchors in Uncracked and Cracked Concrete by Seismic Qualification Tests)

347-357

Kim, Ki Hoon / Lee, Myung Jae

콘크리트충전 각형강관구조의 다이아프램 개구부 형상에 따른 기둥-보 접합부 구조적 거동 (Structural Behavior of Beam-to-Column Connections of Rectangular CFT Structures having Different Diaphragm Opening)

289-298

Kim, Dong Hyun / Park, Yong Myung / Kim, Tae Hyung / Jo, Sung Hoon / Kang, Choong Hyun

헤어핀 보강 선설치앵커의 정적 및 지진모의실험에 의한 전단 저항강도 평가 (Shear Strength of Hairpin Reinforced Cast-In-Place Anchors by Static and Seismic Qualification Tests)

333-345

Wang, Ning / Lee, Myung Jae

혼합다이아프램 형식을 적용한 콘크리트충전 원형강관 기둥-보 접합부의 구조적 특성 (Structural Characteristics of Beam-to-Column Connection of Circular CFT Columns by Using Mixed Diaphragms)

299-310

Publicité

Journal of Korean Society of Steel Construction (한국강구조학회 논문집) - v. 27, n. 3 (juin 2015)

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Journal of Korean Society of Steel Construction (한국강구조학회 논문집) - v. 27, n. 3 (juin 2015)

Articles dans ce numéro

Vous avez dépassé votre limite de téléchargement mensuelle ! Les abonné·es à Structurae Plus peuvent télécharger 30 images ou ensembles de données par mois. Les utilisateurs·rices de Structurae Pro sont limités à 50.

Données obligatoires

Vous avez dépassé votre limite de téléchargement mensuelle !

Les abonné·es à Structurae Plus peuvent télécharger 30 images ou ensembles de données par mois.
Les utilisateurs·rices de Structurae Pro sont limités à 50.