ONE-DIMENSIONAL ANALYSIS OF BOX SECTION STEEL BRIDGE PIERS

Doboku Gakkai Ronbunshuu A ◽

10.2208/jsceja.62.288 ◽

2006 ◽

Vol 62 (2) ◽

pp. 288-299

Author(s):

Toshiki ISHIZAWA ◽

Masashi IURA

Keyword(s):

Dimensional Analysis ◽

Bridge Piers ◽

Steel Bridge ◽

One Dimensional ◽

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Study on fatigue cracking in steel bridge piers with box section and temporally repairing.

Doboku Gakkai Ronbunshu ◽

10.2208/jscej.2002.703_177 ◽

2002 ◽

pp. 177-183 ◽

Author(s):

Hisashi MORIKAWA ◽

Tetsuhiro SHIMOZATO ◽

Chitoshi MIKI ◽

Atsushi ICHIKAWA

Keyword(s):

Fatigue Cracking ◽

Bridge Piers ◽

Steel Bridge ◽

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Predicting Ductile Crack Initiation in Steel Bridge Piers with Unstiffened Box Section under Specific Cyclic Loadings Using Detailed and Simplified Evaluation Methods

Advances in Structural Engineering ◽

10.1260/1369-4332.18.9.1427 ◽

2015 ◽

Vol 18 (9) ◽

pp. 1427-1442 ◽

Author(s):

Lan Kang ◽

Hanbin Ge

Keyword(s):

Crack Initiation ◽

Evaluation Methods ◽

Bridge Piers ◽

Steel Bridge ◽

Ductile Crack ◽

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Ultimate Strength of Box Section Steel Bridge Piers Considering Initial Imperfection Effects

Proceedings of the 10th Pacific Structural Steel Conference (PSSC 2013) ◽

10.3850/978-981-07-7137-9_172 ◽

2013 ◽

Author(s):

Lilya Susanti ◽

Akira Kasai

Keyword(s):

Ultimate Strength ◽

Initial Imperfection ◽

Bridge Piers ◽

Steel Bridge ◽

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A METHOD OF DEVELOPMENT FOR REPRESENTING ONE-DIMENSIONAL ANALYSIS RESULTS BY A TWO-DIMENSIONAL PLANE -COVERTING THE ANALYSIS RESULTS TO GIS DATA-

Journal of Japan Society of Civil Engineers Ser B1 (Hydraulic Engineering) ◽

10.2208/jscejhe.74.i_1447 ◽

2018 ◽

Vol 74 (4) ◽

pp. I_1447-I_1452

Author(s):

Atsushi KAJIYAMA ◽

Akinobu SATO ◽

Naoyuki KISHIGAMI ◽

Go YANAGISAKI ◽

Yoshifumi SATOFUKA

Keyword(s):

Dimensional Analysis ◽

Two Dimensional ◽

One Dimensional ◽

Dimensional Plane ◽

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Study of thermal throat of RBCC combustor based on one-dimensional analysis

Acta Astronautica ◽

10.1016/j.actaastro.2015.07.034 ◽

2015 ◽

Vol 117 ◽

pp. 130-141 ◽

Author(s):

Ya-jun Wang ◽

Jiang Li ◽

Fei Qin ◽

Guo-qiang He ◽

Lei Shi

Keyword(s):

Dimensional Analysis ◽

One Dimensional

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Two-dimensional analysis using one-dimensional FEM for straight-crested waves in arbitrary anisotropic crystal plates and axisymmetric piezoelectric vibrations in ceramic disks

IEEE Transactions on Ultrasonics Ferroelectrics and Frequency Control ◽

10.1109/58.535481 ◽

1996 ◽

Vol 43 (5) ◽

pp. 811-817 ◽

Author(s):

A. Ishizaki ◽

H. Sekimoto

Keyword(s):

Dimensional Analysis ◽

Two Dimensional ◽

Anisotropic Crystal ◽

One Dimensional

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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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One-dimensional analysis of a sleeved-piston gas gun

Journal of Spacecraft and Rockets ◽

10.2514/3.25675 ◽

1984 ◽

Vol 21 (4) ◽

pp. 415-416

Author(s):

Meziane Harhad ◽

Robert W. Courter

Keyword(s):

Dimensional Analysis ◽

One Dimensional ◽

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One-Dimensional Analysis of Polarization Reversal Relating to Electron Cyclotron Resonance

Fusion Science & Technology ◽

10.13182/fst07-a1386 ◽

2007 ◽

Vol 51 (2T) ◽

pp. 313-315

Author(s):

K. Takahashi ◽

A. Fukuyama ◽

T. Kaneko ◽

R. Hatakeyama

Keyword(s):

Dimensional Analysis ◽

Cyclotron Resonance ◽

Electron Cyclotron Resonance ◽

Electron Cyclotron ◽

Polarization Reversal ◽

One Dimensional

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