ANALYTICAL STUDY ON STRENGTH AND DUCTILITY OF STIFFENED BOX-SECTIONAL STEEL BRIDGE PIERS MADE OF SM570 MATERIAL

Journal of Japan Society of Civil Engineers Ser A1 (Structural Engineering & Earthquake Engineering (SE/EE)) ◽

10.2208/jscejseee.73.i_334 ◽

2017 ◽

Vol 73 (4) ◽

pp. I_334-I_345

Author(s):

Motoya SUZUKI ◽

Naoyuki UZUNOMIYA ◽

Hanbin GE

Keyword(s):

Analytical Study ◽

Bridge Piers ◽

Steel Bridge ◽

Strength And Ductility

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Ultimate strength and ductility of state-of-the-art concrete-filled steel bridge piers in Japan

Engineering Structures ◽

10.1016/s0141-0296(97)00026-6 ◽

1998 ◽

Vol 20 (4-6) ◽

pp. 347-354 ◽

Author(s):

T. Kitada

Keyword(s):

Ultimate Strength ◽

State Of The Art ◽

Bridge Piers ◽

Steel Bridge ◽

Strength And Ductility

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Strength and ductility evaluation of steel bridge piers with linearly tapered plates

Journal of Constructional Steel Research ◽

10.1016/j.jcsr.2005.11.006 ◽

2006 ◽

Vol 62 (9) ◽

pp. 906-916 ◽

Author(s):

K.A.S. Susantha ◽

Tetsuhiko Aoki ◽

Takuji Kumano

Keyword(s):

Bridge Piers ◽

Steel Bridge ◽

Tapered Plates ◽

Strength And Ductility

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ANALYTICAL STUDY ON A PROPOSAL OF SEISMIC DESIGN METHOD FOR STEPPED STEEL BRIDGE PIERS WITH PIPE SECTIONS

Journal of Japan Society of Civil Engineers Ser A1 (Structural Engineering & Earthquake Engineering (SE/EE)) ◽

10.2208/jscejseee.74.i_745 ◽

2018 ◽

Vol 74 (4) ◽

pp. I_745-I_754

Author(s):

Motoya SUZUKI ◽

Hanbin GE

Keyword(s):

Seismic Design ◽

Analytical Study ◽

Design Method ◽

Bridge Piers ◽

Steel Bridge ◽

Seismic Design Method

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ANALYTICAL STUDY ON STRENGTH AND DEFORMATION CAPACITY OF INVERTED L-SHAPED STEEL BRIDGE PIERS SUBJECTED TO OUT-OF-PLANE CYCLIC LOADING

Doboku Gakkai Ronbunshu ◽

10.2208/jscej.2003.738_207 ◽

2003 ◽

pp. 207-218 ◽

Author(s):

Hanbin GE ◽

Syunsuke WATANABE ◽

Tsutomu USAMI ◽

Tetsuhiko AOKI

Keyword(s):

Cyclic Loading ◽

Analytical Study ◽

Bridge Piers ◽

Steel Bridge ◽

Deformation Capacity ◽

Out Of Plane ◽

Strength And Deformation

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An Analytical Study on Seismic Response of Steel Bridge Piers Considering Soil-Structure Interaction

Advances in Steel Structures (ICASS '99) ◽

10.1016/b978-008043015-7/50135-4 ◽

1999 ◽

pp. 1157-1164

Author(s):

A KASAI ◽

T USAMI

Keyword(s):

Seismic Response ◽

Soil Structure ◽

Analytical Study ◽

Bridge Piers ◽

Soil Structure Interaction ◽

Steel Bridge ◽

Structure Interaction

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A STUDY ON THE STRENGTH AND DUCTILITY OF STEEL BRIDGE PIERS WITH TAPERED PLATE

Doboku Gakkai Ronbunshu ◽

10.2208/jscej.2005.794_267 ◽

2005 ◽

pp. 267-280 ◽

Author(s):

Takuji KUMANO ◽

Tetsuhiko AOKI ◽

Yoshimasa TSUKAMOTO ◽

K.A.S. SUSANTHA

Keyword(s):

Bridge Piers ◽

Steel Bridge ◽

Strength And Ductility

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SEISMIC VERIFICATION METHOD FOR STEEL BRIDGE PIERS WITH PIPE SECTION UNDER TWO DIRECTIONAL EARTHQUAKE COMPONENTS

Journal of Japan Society of Civil Engineers Ser A1 (Structural Engineering & Earthquake Engineering (SE/EE)) ◽

10.2208/jscejseee.68.597 ◽

2012 ◽

Vol 68 (3) ◽

pp. 597-609 ◽

Author(s):

Nishigandha KULKARNI ◽

Akira KASAI

Keyword(s):

Bridge Piers ◽

Steel Bridge ◽

Verification Method ◽

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Seismic performance of new-type box steel bridge piers with embedded energy-dissipating shell plates under tri-directional seismic coupling action

International Journal of Steel Structures ◽

10.1007/s13296-015-0192-z ◽

2017 ◽

Vol 17 (1) ◽

pp. 105-125 ◽

Author(s):

Haifeng Li ◽

Xuanneng Gao ◽

Yang Liu ◽

Yongfeng Luo

Keyword(s):

Seismic Performance ◽

Bridge Piers ◽

Steel Bridge ◽

New Type ◽

Seismic Coupling

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Experimental Study on Ultimate Strength and Ductility of Steel and Composite Bridge Piers Under Gradually Increasing and Cyclic Load.

Doboku Gakkai Ronbunshu ◽

10.2208/jscej.1995.513_89 ◽

1995 ◽

pp. 89-100 ◽

Author(s):

Hiroshi Nakai ◽

Toshiyuki Kitada ◽

Katsuyoshi Nakanishi

Keyword(s):

Experimental Study ◽

Ultimate Strength ◽

Cyclic Load ◽

Bridge Piers ◽

Composite Bridge ◽

Strength And Ductility

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NUMERICAL STUDY ON OPTIMUM DESIGN OF STEEL BRIDGE PIERS WITH VARIABLE STIFFENED BOX SECTIONS

Journal of Japan Society of Civil Engineers Ser A1 (Structural Engineering & Earthquake Engineering (SE/EE)) ◽

10.2208/jscejseee.69.i_440 ◽

2013 ◽

Vol 69 (4) ◽

pp. I_440-I_447

Author(s):

Yoshiaki NAKAMURA ◽

Hanbin GE

Keyword(s):

Optimum Design ◽

Numerical Study ◽

Bridge Piers ◽

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