PAPER
2000”N |
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75) ’Ócœ¨ŒáC‘ –ž~ˆêC’†‘º“ÖŽjFStrength and Behavior of Concrete Filled Steel Square
Tubular Columns with Biaxially Eccentric LoadCProc. of the First International
Conference on Structural Stability and DynamicsCpp.605-610C2000”N12ŒŽ
@ |
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74) ’Ócœ¨ŒáC‘ –ž~ˆêC’†‘º“ÖŽjF2Ž²•ÎSˆ³k—Í‚ðŽó‚¯‚éƒRƒ“ƒNƒŠ[ƒg[“UŠpŒ`|ŠÇ’Œ‚Ì‘Ï—Í‚Æ‹““®C|\‘¢”NŽŸ˜_•¶•ñWC‘æ8ŠªCpp.541-548C2000”N11 @ |
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73) Jinan ChungC¼ˆäçHC’Ócœ¨ŒáFƒRƒ“ƒNƒŠ[ƒg[“U|ŠÇ’Œ‚ÌŠÈ–¾‚ÈÝŒvŽ®C“ú–{Œš’zŠw‰ï\‘¢Œn˜_•¶W ‘æ534†Cpp.191-196C2000”N8ŒŽ
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72) “ú‚“ŽqC¼ˆäçHC’ÓcŒbŒáC’å•ï‰ÀGC¡‘º‹P•C”¨ŒË—´•vFƒXƒŠƒbƒg“ü‚è|”‘Ïk•Ç•t‚«“Sœœ‘g‚Ì’e‘Y«‹““®C“ú–{Œš’zŠw‰ï\‘¢Œn˜_•¶W
‘æ534†Cpp.153-160C2000”N8ŒŽ
@ |
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71) “¡‰i—²C’Ócœ¨ŒáC¼ˆäçHFŽíX‚ÌŒ`ó‚Ì“Sœ‚ð“à‘ ‚·‚éSRC’·’Œ‚̗݉Á‘Ï—ÍC“ú–{Œš’zŠw‰ï\‘¢Œn˜_•¶W ‘æ531†Cpp.173-179C2000”N5ŒŽ
@ |
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70) Jinan ChungC¼ˆäçHC’Ócœ¨ŒáFSimplified Strength Formula of Concrete Filled
Steel Tubular Beam-ColumnsCProc. of 6th ASCCS Conference2000”N3ŒŽ @ |
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69) ’Ócœ¨ŒáC¼ˆäçHCJinan ChungC“¡‰i—²FSimplified Design Formula of Slender Concrete
Filled Steel Tubular Beam-ColumnsCProc. of 6th ASCCS Conference2000”N3ŒŽ
@ |
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68) “¡‰i—²C’Ócœ¨ŒáC¼ˆäçHFSuperposed Strength of Slender SRC Beam-Columns with
Various Steel SectionsCProc. of 6th ASCCS Conference2000”N3ŒŽ @ |
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67) “ú‚“ŽqC¼ˆäçHC’å•ï‰ÀGC’Ócœ¨ŒáFElastic=Plastic Behavior of Building Steel Frame
with Steel Bearing Wall with SlitsC Proc.of 12th World Conference on Earthquake
Engineering2000”N1ŒŽ @ |
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66) ’Ócœ¨ŒáC¼ˆäçHC”ü–ì‰pŽiFStrength and Behavior of Slender Concrete Filled Steel
Tubular ColumnsC Proc.of 12th World Conference on Earthquake Engineering2000”N1ŒŽ @ |
¡ |
65) “¡‰i—²C’Ócœ¨ŒáC¼ˆäçHFHysteresis Model for Concrete Filled Steel Square Tubular
Beam-ColumnsC Proc.of 12th World Conference on Earthquake Engineering2000”N1ŒŽ
@ |
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‚±‚̃y[ƒW‚̃gƒbƒvª |
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1999”N |
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64) —›—íC’ÓcŒbŒáC¼ˆäçHFŽÀŒ±ƒf[ƒ^ƒx[ƒX‚ÉŠî‚“Sœ“S‹ØƒRƒ“ƒNƒŠ[ƒg’Œ‚Ì\‘¢«”\C|\‘¢”NŽŸ˜_•¶WC‘æ7ŠªCpp.263-268C1999”N11ŒŽ @ |
¡ |
63) —›—íC’ÓcŒbŒáC¼ˆäçHFŽ²ˆ³k—Í‚Æ‹È‚°‚ðŽó‚¯‚é“Sœ“S‹ØƒRƒ“ƒNƒŠ[ƒg’Œ‚Ì•ÏŒ`«”\‚ÆŽ²—ͧŒÀ’lC“ú–{Œš’zŠw‰ï\‘¢Œn˜_•¶W ‘æ524†Cpp.133-140C1999”N10ŒŽ
@ |
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62) —›—íC’ÓcŒbŒáC¼ˆäçHFDeformation Capacity and Axial Load Ratio of Steel Reinforced
Concrete ColumnsC"Proc. of the Seventh East Asia-Pacific Conference
on Structural Engineering & ConstructionC Vol. 2"Cpp.991-996C1999”N8ŒŽ @ |
¡ |
61) ’Ócœ¨ŒáC¼ˆäçHC“¡‰i—²FStrength Estimation of Slender SRC Beam-Columns by Using
the Superposed MethodC"Proc. of the Seventh East Asia-Pacific Conference
on Structural Engineering & ConstructionC Vol. 2"Cpp.985-990C1999”N8ŒŽ @ |
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60) Jinan ChungC’ÓcŒbŒáC¼ˆäçHFHigh-Strength Concrete Filled Square Tube Columns
Subjected to Axial LoadingC"Proc. of the Seventh East Asia-Pacific
Conference on Structural Engineering & ConstructionC Vol. 2"Cpp.955-960C1999”N8ŒŽ @ |
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59) “ú‚“ŽqC¼ˆäçHC’ÓcŒbŒáC’å•ï‰ÀGFBehavior and Strength of Steel Bearing Wall with
Slits Installed in Buliding FrameC"Proc. of the Seventh East Asia-Pacific
Conference on Structural Engineering & ConstructionC Vol. 1"Cpp.853-858C1999”N8ŒŽ @ |
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58) —›—íC’ÓcŒbŒáC¼ˆäçHFEvaluation of Deformation Capacities of Steel Reinforced
Concrete Columns based on Test DatabaseC"Proc. of the First International
Conference on Advances in Structural Engineering and MechanicsC Vol.2"Cpp.1043-1048C1999”N8ŒŽ @ |
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57) Jinan ChungC’ÓcŒbŒáC¼ˆäçHFSlender Square Tube Columns Filled with High-Strength
ConcreteC"Proc. of the First International Conference on Advances
in Structural Engineering and MechanicsC Vol.2"Cpp.1025-1030C1999”N8ŒŽ @ |
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56) “ú‚“ŽqC¼ˆäçHC’ÓcŒbŒáC’å•ï‰ÀGFStrength and Behavior of Steel Bearing Wall with
Slits Installed in Building FrameC"Proc. of the First International
Conference on Advances in Structural Engineering and MechanicsC Vol.1"Cpp.759-764C1999”N8ŒŽ @ |
¡ |
55) ’Ócœ¨ŒáC¼ˆäçHC“¡‰i@—²FƒRƒ“ƒNƒŠ[ƒg[“U|ŠÇ’·’Œ‚ÌŽÀ—p‘Ï—Í•]‰¿Ž®C“ú–{Œš’zŠw‰ï\‘¢Œn˜_•¶W ‘æ518†Cpp.141-146C1999”N4ŒŽ
@ |
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54) “A^ˆÀC’ÓcŒbŒáC¼ˆäçHF‚‹“xƒRƒ“ƒNƒŠ[ƒg‚ð—p‚¢‚½ƒRƒ“ƒNƒŠ[ƒg[“UŠpŒ`|ŠÇ’·’Œ‚Ì‘Ï—ÍC|\‘¢˜_•¶WCpp.25-32C1999”N3ŒŽ @ |
¡ |
53) ’Ócœ¨ŒáC¼ˆäçHC“¡‰i@—²C•ŸŠÔ‘å‰îF—݉Á‹“xŽ®‚ð—p‚¢‚½SRC’·’Œ‚Ì‘Ï—Í•]‰¿C“ú–{Œš’zŠw‰ï\‘¢Œn˜_•¶W ‘æ515†Cpp.155-162C1999”N1ŒŽ
@ |
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‚±‚̃y[ƒW‚̃gƒbƒvª |
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1998”N |
¡ |
52) “¡‰i—²C¼ˆäçHC’ÓcŒbŒáCŽR’n—Y“ñ˜YFLimiting Axial Compressive Load and Structural
Performance of Concrete Filled Steel Circular Tubular Beam-ColumnsCProc.
of the 5th Pacific Structural Steel ConferenceC pp.979-984C1998”N10ŒŽ @ |
¡ |
51) Jinan ChungC’ÓcŒbŒáC¼ˆäçHFSimplified Strength Formula of Axially-Loaded
Concrete Filled Circular Steel Tube ColumnsCProc. of the 5th Pacific Structural
Steel ConferenceC pp.875-880C1998”N10ŒŽ @ |
¡ |
50) ’Ócœ¨ŒáC¼ˆäçHFLimitation on Width (Diameter) -Thickness Ratio of Steel
Tubes of Composite Steel Tube and Concrete Columns with Encased Type Section
CProc. of the 5th Pacific Structural Steel ConferenceC pp.865-870C1998”N10ŒŽ @ |
¡ |
49) ¼ˆäçHC’Ócœ¨ŒáC‰Í–캕FCŽR’n—Y“ñ˜YC“¡‰i—²FƒRƒ“ƒNƒŠ[ƒg[“U‰~Œ`|ŠÇ’Œ‚Ì\‘¢«”\‚ÆŽ²—ͧŒÀ’lC“ú–{Œš’zŠw‰ï\‘¢Œn˜_•¶W ‘æ512†Cpp.181-188C1998”N10ŒŽ
@ |
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48) ’Ócœ¨ŒáC¼ˆäçHFˆê’莲—Í‚Æ•Ï“®…•½—Í‚ðŽó‚¯‚éŠpŒ`|ŠÇ’Œ‚Ì‘Ï—ÍC“ú–{Œš’zŠw‰ï\‘¢Œn˜_•¶W ‘æ512†Cpp.149-156C1998”N10ŒŽ
@ |
¡ |
47) “¡‰i@—²C’Ócœ¨ŒáC¼ˆäçHC•ŸŠÔ‘å‰îF—݉Á‹“xŽ®‚ÉŠî‚ÂRC‚¨‚æ‚ÑSRC’·’Œ‚ÌV‘Ï—Í•]‰¿–@‚̸“xC|\‘¢˜_•¶W ‘æ5Šª‘æ18†Cpp.91-100C1998”N6ŒŽ @ |
¡ |
46) Jinan ChungC’ÓcŒbŒáC¼ˆäçHF’†Sˆ³k‚ðŽó‚¯‚éƒRƒ“ƒNƒŠ[ƒg[“U|ŠÇÞ‚Ì’Pƒ‚ÈÀ‹ü‹“xŽ®C|\‘¢˜_•¶W ‘æ5Šª‘æ18†Cpp.61-69C1998”N6ŒŽ @ |
¡ |
45) ’Ócœ¨ŒáC¼ˆäçHFˆê’莲—Í‚Æ•Ï“®…•½—Í‚ðŽó‚¯‚é‰~Œ`|ŠÇ’Œ‚Ì’e‘Y««óC“ú–{Œš’zŠw‰ï\‘¢Œn˜_•¶W ‘æ505†Cpp.131-138C1998”N3ŒŽ
@ |
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44) ¼ˆäçHC’Ócœ¨ŒáCŽR’n—Y“ñ˜YC“¡‰i@—²FƒRƒ“ƒNƒŠ[ƒg[“UŠpŒ`|ŠÇ’Œ‚Ì\‘¢«”\‚ÆŽ²—ͧŒÀ’lC“ú–{Œš’zŠw‰ï\‘¢Œn˜_•¶W ‘æ504†Cpp.103-110C1998”N2ŒŽ
@ |
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43) Jinan ChungC’ÓcŒbŒáC¼ˆäçHFProposed Buckling Strength Formula for Concentrically
Loaded Concrete-Filled Steel Tube ColumnsCProc. of the 6th East Asia-Pacific
Conference on Structural Engineering and ConstructionC pp.683-688C1998”N1ŒŽ @ |
¡ |
42) ’Ócœ¨ŒáC¼ˆäçHCŽR’n—Y“ñ˜YC“¡‰i—²FLimiting Axial Compressive Force and Structural
Performance of Concrete Filled Steel Tubular Beam-ColumnsCProc. of the
6th East Asia-Pacific Conference on Structural Engineering and ConstructionC
pp.677-682C1998”N1ŒŽ @ |
¡ |
41) ¼ˆäçHC’ÓcŒbŒáC—›@—íFExperimental Study on Deformation Capacity of SRC Beam-Columns
Subjected to Axial Load and Varied BendingCProc. of the 6th East Asia-Pacific
Conference on Structural Engineering and ConstructionC pp.659-664C1998”N1ŒŽ @ |
¡ |
40) ¼ˆäçHC’Ócœ¨ŒáCX•ŽjF”í•¢Œ`|ŠÇƒRƒ“ƒNƒŠ[ƒg’ŒÞ‚É‚¨‚¯‚é|ŠÇ‚Ì•Œú”äEŒaŒú”ä‚̧ŒÀ’lC“ú–{Œš’zŠw‰ï\‘¢Œn˜_•¶W ‘æ503†Cpp.157-163C1998”N1ŒŽ
@ |
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39) ’Ócœ¨ŒáC¼ˆäçHC“¡‰i@—²F—݉Á‹“xŽ®‚ð—p‚¢‚½RC’·’Œ‚Ì‘Ï—Í•]‰¿C“ú–{Œš’zŠw‰ï\‘¢Œn˜_•¶W ‘æ503†Cpp.149-155C1998”N1ŒŽ
@ |
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‚±‚̃y[ƒW‚̃gƒbƒvª |
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1997”N |
¡ |
38) ¼ˆäçHC‰Í–캕FC’ÓcŒbŒáF|ŠÇƒRƒ“ƒNƒŠ[ƒg\‘¢‚ÉŠÖ‚·‚éÅ‹ß‚ÌŒ¤‹†C‘æŽO‰ñ“ú’†Œš’z\‘¢‹ZpŒð—¬‰ï˜_•¶WCpp.362-371C1997”N11ŒŽ @ |
¡ |
37) ¼ˆäçHC‰Í–캕FC’ÓcŒbŒáC䃈êCˆäã‹M”VFƒRƒ“ƒNƒŠ[ƒg[“U“à–Ê“Ë‹N•t‚«ŠpŒ`|ŠÇ’Œ‚Ì‘Ï—Í‚Æ‹““®C‹ãB‘åŠwHŠwW•ñ ‘æ70Šª ‘æ6†Cpp.599-606C1997”N11ŒŽ @ |
¡ |
36) ¼ˆäçHC’Ócœ¨ŒáC’Å—tŠìˆêFƒRƒ“ƒNƒŠ[ƒg[“UŠpŒ`|ŠÇ\‘¢œ‘g‚Ì\‘¢«”\‚ÉŠÖ‚·‚éŽÀŒ±“IŒ¤‹†C“ú–{Œš’zŠw‰ï\‘¢Œn˜_•¶W ‘æ501†Cpp.165-172C1997”N11ŒŽ
@ |
¡ |
35) ŽO’JŒMC¼ˆäçHC‰Í–캕FC’ÓcŒbŒáFComparison of Several Codes for Concrete Filled
Tubular Beam-ColumnsCProc. of Seminar by Association for International
Cooperation and Research in Steel-Concrete Composite StructuresCpp.125-134C1997”N9ŒŽ @ |
¡ |
34) ¼ˆäçHCŽO’JŒMC‰Í–캕FC’ÓcŒbŒáFAIJ Design Method for Concrete Filled Steel Tubular
StructuresCProc. of Seminar by Association for International Cooperation
and Research in Steel-Concrete Composite StructuresCpp.93-116C1997”N9ŒŽ @ |
¡ |
33) ’ÓcŒbŒáFƒRƒ“ƒNƒŠ[ƒg[“U|ŠÇ’·’Œ‚Ì‘Ï—Í•]‰¿–@CŒš’z|\‘¢Œ¤‹†ƒtƒH[ƒ‰ƒ€ Ž‘—¿WCpp.58-65C1997”N7ŒŽ @ |
¡ |
32) ’Ócœ¨ŒáC¼ˆäçHC΋´–õ•vFƒRƒ“ƒNƒŠ[ƒg[“U|ŠÇ’·’Œ‚Ì‘Ï—Í•]‰¿Ž®C“ú–{Œš’zŠw‰ï\‘¢Œn˜_•¶W ‘æ496†Cpp.119-126C1997”N6ŒŽ
@ |
¡ |
31) ¼ˆäçHC’Ócœ¨ŒáC”öèŒ÷C΋´–õ•vFƒRƒ“ƒNƒŠ[ƒg[“U|ŠÇ’·’Œ‚Ì‘Ï—ÍC“ú–{Œš’zŠw‰ï\‘¢Œn˜_•¶W ‘æ494†Cpp.137-144C1997”N4ŒŽ
@ |
¡ |
30) ¼ˆäçHC’ÓcŒbŒáC“¡‰i—²FŽÀŒ±ƒf[ƒ^ƒx[ƒX‚ɊRƒ“ƒNƒŠ[ƒg[“U|ŠÇ’Œ‚ÌI‹Ç‹È‚°‘Ï—ÍC\‘¢HŠw˜_•¶W Vol.43BCpp.587-595C1997”N3ŒŽ @ |
¡ |
29) ‹{–Ø‘C¼ˆäçHC’ÓcŒbŒáC”¨ŒË—´•vC¡‘º‹P•F‰“S¬Œ`ƒRƒ“ƒNƒŠ[ƒg[“UŠpŒ`|ŠÇ’Œ‚ÌŽ²ˆ³k‘Ï—ÍŽ®C\‘¢HŠw˜_•¶W Vol.43BCpp.581-586C1997”N3ŒŽ @ |
|
‚±‚̃y[ƒW‚̃gƒbƒvª |
|
1996”N |
¡ |
28) ¼ˆäçHC’ÓcŒbŒáFStrength and Behavior of Slender Concrete Filled Steel Tubular
ColumnsCProc. of the 2nd International Symposium on Civil Infrastructure
SystemsC pp.67-72C1996”N12ŒŽ @ |
¡ |
27) ’Ócœ¨ŒáC¼ˆäçHFƒRƒ“ƒNƒŠ[ƒg[“U|ŠÇ’Œ‚̗݉ÁÀ‹ü‰×d |ŠÇ‚̉ž—Í|‚Ђ¸‚ÝŠÖŒW‚ªŠ®‘S’e‘Y«Œ^‚Ìê‡C|\‘¢˜_•¶W ‘æ3Šª‘æ11†Cpp.59-64C1996”N9ŒŽ @ |
¡ |
26) ’Ócœ¨ŒáC¼ˆäçHC”ü–ì‰pŽiFStrength and Behavior of Slender Concrete Filled Steel
Tubular ColumnsCProc. of the 5th International Colloquium on Structural
StabilityC pp.489-500C1996”N8ŒŽ @ |
¡ |
25) ’Ócœ¨ŒáC¼ˆäçHFƒRƒ“ƒNƒŠ[ƒg[“U|ŠÇ’·’Œ‚̗݉Á‘Ï—Í•]‰¿‚É—p‚¢‚éƒRƒ“ƒNƒŠ[ƒg’Œ‚Ì‘Ï—ÍC|\‘¢˜_•¶W ‘æ3Šª‘æ10†Cpp.39-48C1996”N6ŒŽ @ |
¡ |
24) ‹{–Ø‘C¼ˆäçHC’ÓcŒbŒáC”¨ŒË—´•vC¡‘º‹P•F‰“S¬Œ`ƒRƒ“ƒNƒŠ[ƒg[“U‰~Œ`|ŠÇ’Œ‚ÌŽ²ˆ³k‘Ï—ÍŽ®C“ú–{Œš’zŠw‰ï\‘¢Œn˜_•¶W ‘æ482†Cpp.151-160C1996”N4ŒŽ
@ |
¡ |
23) ‹{–Ø‘C¼ˆäçHC’ÓcŒbŒáC”¨ŒË—´•vC¡‘º‹P•F‰“S¬Œ`ƒRƒ“ƒNƒŠ[ƒg[“U|ŠÇ’Œ‚ÌŽ²ˆ³k«óC“ú–{Œš’zŠw‰ï\‘¢Œn˜_•¶W ‘æ482†Cpp.121-130C1996”N4ŒŽ
@ |
¡ |
22) ’Ócœ¨ŒáC¼ˆäçHFƒRƒ“ƒNƒŠ[ƒg[“U|ŠÇ’Œ‚̗݉ÁÀ‹ü‰×dC|\‘¢˜_•¶W ‘æ3Šª‘æ9†Cpp.11-18C1996”N3ŒŽ @ |
¡ |
21) ’Ócœ¨ŒáC¼ˆäçHC΋´–õ•vFƒRƒ“ƒNƒŠ[ƒg[“U|ŠÇ’Œ‚ÌÀ‹ü‘Ï—ÍC\‘¢HŠw˜_•¶W Vol.42BCpp.485-494C1996”N3ŒŽ @ |
|
‚±‚̃y[ƒW‚̃gƒbƒvª |
|
1995”N |
¡ |
20) ¼ˆäçHC’Ócœ¨ŒáC΋´–õ•vFSlender Concrete Filled Steel Tubular Columns under
Combined Compression and BendingCProc. of the 4th Pacific Structural Steel
ConferenceC pp.29-36C1995”N10ŒŽ @ |
¡ |
19) ’Ócœ¨ŒáC¼ˆäçHC΋´–õ•vFStability Design of Slender Concrete Filled Steel Tubular
ColumnsCProc. of the 5th East Asia-Pacific Conference on Structural Engineering
and ConstructionC pp.439-444C1995”N7ŒŽ @ |
|
‚±‚̃y[ƒW‚̃gƒbƒvª |
|
1994”N |
¡ |
18) ’Ócœ¨ŒáC¼ˆäçHCƒwƒVƒƒƒ€@ƒ[ƒ“@ƒGƒ‹@ƒfƒBƒ“C”öèŒ÷C΋´–õ•vFDesign Method of Slender Concrete
Filled Steel Tubular ColumnsCProc. of the Fourth ASCCS International ConferenceCpp.88-91C1994”N6ŒŽ @ |
¡ |
17) ’Ócœ¨ŒáC¼ˆäçHFƒRƒ“ƒNƒŠ[ƒg[“UŠpŒ`|ŠÇ’Œ‚Ì\‘¢«”\‚Æ•Œú”䧌À’l‚ɂ‚¢‚ÄC|\‘¢˜_•¶W ‘æ1Šª‘æ2†Cpp.25-36C1994”N6ŒŽ @ |
¡ |
16) ¼ˆäçHC’Ócœ¨ŒáC”öèŒ÷C΋´–õ•vFƒRƒ“ƒNƒŠ[ƒg[“U‰~Œ`|ŠÇ’·’Œ‚ÌÝŒvŽ®‚ɂ‚¢‚ÄC\‘¢HŠw˜_•¶W Vol.40BCpp.403-410C1994”N3ŒŽ @ |
|
‚±‚̃y[ƒW‚̃gƒbƒvª |
|
1993”N |
¡ |
15) ¼ˆäçHC’Ócœ¨ŒáCƒwƒVƒƒƒ€@ƒ[ƒ“@ƒGƒ‹@ƒfƒBƒ“FStability Design of Slender Concrete Filled
Steel Square Tubular ColumnsCProc. of the Fourth East Asia-Pacific Conference
on Structural Engineering & ConstructionC pp.317-322 C1993”N9ŒŽ @ |
¡ |
14) ƒwƒVƒƒƒ€@ƒ[ƒ“@ƒGƒ‹@ƒfƒBƒ“C¼ˆäçHC’ÓcŒbŒáFƒRƒ“ƒNƒŠ[ƒg[“UŠpŒ`|ŠÇ’Œ‚̈À’è«‚ÆÀ‹üŒã‹““®C\‘¢HŠw˜_•¶W Vol.39BCpp.323-334C1993”N3ŒŽ @ |
|
‚±‚̃y[ƒW‚̃gƒbƒvª |
|
1992”N |
¡ |
13) ¼ˆäçHC’ÓcŒbŒáC]Š¥‰ØFŒJ•Ô‚µ‹È‚°‚ðŽó‚¯‚éSRC’ŒÞ‚̈À’èŒÀŠEŽ²—Í‚ÉŠÖ‚·‚é‰ðÍ“IŒ¤‹†CƒRƒ“ƒNƒŠ[ƒgHŠw˜_•¶W ‘æ‚RŠª‘æ‚P†Cpp.45-56C1992”N1ŒŽ @ |
|
1991”N |
¡ |
12) ¼ˆäçHCŒv—ÇŒõˆê˜YC‰Í–캕FC’Ócœ¨ŒáCä@ƒˆêFDevelopment of Concrete Filled Steel Tubular
Structures with Inner RibsCProc. of the 3rd International Conference on
Steel-Concrete Composite StructuresCpp. 201-206C1991”N9ŒŽ @ |
|
‚±‚̃y[ƒW‚̃gƒbƒvª |
|
1990”N |
¡ |
11) ¼ˆäçHC’Ócœ¨ŒáC’†›”_”VFReinforcement against Shear Failure of Connection-PanelCIABSE
Symp. Mixed Structures including New MaterialsC pp.281-282C1990”N9ŒŽ @ |
¡ |
10) ¼ˆäçHC’ÓcŒbŒáC]Š¥‰ØFStability Limit Axial Force of Steel-Concrete Composite
Columns under Repeated Bending CFourth International Colloquium on Structural
StabilityCpp.495-504C1989”N10ŒŽ @ |
|
‚±‚̃y[ƒW‚̃gƒbƒvª |
|
1989”N |
¡ |
9) ¼ˆäçHC’Ócœ¨ŒáC’†›”_”VF’Œ‚Í‚èÚ‡•”‚Ì‚¹‚ñ’f•â‹–@C‘æ‚Q‰ñ‡¬\‘¢‚ÌŠˆ—p‚ÉŠÖ‚·‚éƒVƒ“ƒ|ƒWƒEƒ€u‰‰˜_•¶WCpp.129-134C1989”N9ŒŽ @ |
|
‚±‚̃y[ƒW‚̃gƒbƒvª |
|
1988”N |
¡ |
8) ’Ócœ¨ŒáC¼ˆäçHC]Š¥‰ØFStrength and Behavior of SRC Beam-Columns using High-Strength
SteelCProc. of 9th World Conference on Earthquake EngineeringC pp.731-736C1988”N8ŒŽ @ |
|
‚±‚̃y[ƒW‚̃gƒbƒvª |
|
1987”N |
¡ |
7) ¼ˆäçHC’Ócœ¨ŒáFStrength and Behavior of Concrete-Filled Steel Square Tubular
Columns with Large Width-Thickness RatioCProc. of Pacific Conference on
Earthquake EngineeringC pp.1-9C1987”N8ŒŽ @ |
¡ |
6) ¼ˆäçHCX–ì·•ãC¼‘ºO“¹C’ÓcŒbŒáFNew Type of Composite Beam-to-Column Connection
using Embossed Wide Flange Steel ShapeCComposite Construction in Steel
and Concrete ST Div. ASCE/HennikerCpp.598-613C1987”N6ŒŽ @ |
|
‚±‚̃y[ƒW‚̃gƒbƒvª |
|
1986”N |
¡ |
5) ¼ˆäçHC’Ócœ¨ŒáFStrength and Behavior of Circular Steel Tubular Beam-ColumnsCInt.
Conf. on Steel StructuresC pp.53-62C1986”N9ŒŽ @ |
¡ |
4) ¼ˆäçHC’Ócœ¨ŒáFUltimate Strength of Square Steel Tubular Members and FramesCProc.
of Int. Meeting on Safety Criteria in Design of Tubular StructureC pp.37-45C1986”N7ŒŽ @ |
¡ |
3) ¼ˆäçHCX–ì·•ãC’Ócœ¨ŒáFŽ²—Í‚Æ”CˆÓ•ûŒü…•½—Í‚ðŽó‚¯‚éHŒ`|’ŒÞ‚Ì’e‘Y««ó‚ÉŠÖ‚·‚éŽÀŒ±“IŒ¤‹†C“ú–{Œš’zŠw‰ï\‘¢Œn˜_•¶•ñW ‘æ361†Cpp.113-122C1986”N3ŒŽ
@ |
|
‚±‚̃y[ƒW‚̃gƒbƒvª |
|
1984”N |
¡ |
2) ¼ˆäçHCX–ì·•ãC’Ócœ¨ŒáFInelastic Behavior of Steel Beam-Columns of Box Section
under the Constant Vertical and Alternating Horizontal LoadsCProc. of 8th
World Conference on Earthquake EngineeringCpp.153-160C1984”N7ŒŽ @ |
|
‚±‚̃y[ƒW‚̃gƒbƒvª |
|
1980”N |
¡ |
1) ¼ˆäçHCX–ì·•ãC’Ócœ¨ŒáFInelastic Behavior of Wide-Flange Beam-Columns under Constant Vertical and Two-Dimensional Alternating Horizontal LoadsC Proc.of 7th World Conference on Earthquake EngineeringCpp.39-46C1980”N9ŒŽ @ |
‚±‚̃y[ƒW‚̃gƒbƒvª |