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Effective buckling length of steel column members based on elastic/inelastic system buckling analyses
Effective buckling length of steel column members based on elastic/inelastic system buckli...
Effective buckling length of steel column members based on elastic/inelastic system buckling analyses

Detailed Information

자료유형  
 기사
ISSN  
12254568
저자명  
Yong-Soo Kyung
서명/저자  
Effective buckling length of steel column members based on elastic/inelastic system buckling analyses / Yong-Soo Kyung , Nam-ll Kim , Ho-Kyung Kim , Moon-Young Kim(Korea) 저
발행사항  
대전 : 국제구조공학회(TECNO-PRESS), 2007.
형태사항  
pp. 651-672
기타저자  
Nam-ll Kim
기타저자  
Ho-Kyung Kim
기타저자  
Moon-Young Kim(Korea)
기본자료저록  
Structural Engineering and Mechanics, An International Journal : V 26. N 6. (2007 August 20) 2007, 08
모체레코드  
모체정보확인
Control Number  
kjul:60131545

MARC

 008100603s2007        ulka    a                          kor
■022    ▼a12254568
■1001  ▼aYong-Soo  Kyung
■24510▼aEffective  buckling  length  of  steel  column  members  based  on  elastic/inelastic  system  buckling  analyses▼dYong-Soo  Kyung▼eNam-ll  Kim▼eHo-Kyung  Kim▼eMoon-Young  Kim(Korea)  저
■260    ▼a대전▼b국제구조공학회(TECNO-PRESS)▼c2007.
■300    ▼app.  651-672
■7001  ▼aNam-ll  Kim
■7001  ▼aHo-Kyung  Kim
■7001  ▼aMoon-Young  Kim(Korea)
■773    ▼tStructural  Engineering  and  Mechanics,  An  International  Journal▼gV  26.  N  6.  (2007  August  20)▼d2007,  08
■SIS    ▼aS041105▼b60010254▼h8▼s2▼fP

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