Nakai, H. and Miki, T.: Theoretical and Experimental Research on Distorsion of Thin-Walled Horizontally Curved Box Girder Bridges, Journal of Civil Engineering Design, Vol.2, No.1, 1980, pp.63-101.
Nakai, H., Kitada, T. and Miki, T.: On Interaction between Local and Overall Buckling in Stiffened Plates with Initial Imperfections under Uniaxial Compression, Proc. of Matrix Method for Structural Analysis, Japan Society of Steel Construction, Tokyo, Vol.15, 1981, pp.325-330 (in Japanese).
Nakai, H., Kawai, A., Kitada, T., Yoshikawa, O. and Miki, T.: A Survey on Steel Piears, Bridge and foundation Engineering, Vol.16, No.6, June 1982, pp.35-40, Vol.16, No.7, July 1982, pp.43- 49 (in Japanese).
Nakai, H., Kitada, T. and Miki, T.: A Compression Testing Machine with Capacity 600 tons for Experimental Researches on Large-Sized Members in Bridge Structures, Memoirs of the Faculty of Engineering, Osaka City University, Vol.23, Dec.1982, pp.205-218.
Nakai, H., Kitada, T. and Miki, T.: Ultimate Strength of Thin-Walled Box Stub-Columns, Proc. of the Japan Society of Civil Engineers, Structural Eng./Earthquake Eng., Vol.2, No.1, April 1985, pp.25-35.
Nakai, H., Kitada, T. and Miki, T.: Interaction Curve of Thin-Walled Box Stub-Columns Subjected to Compression and Bending for Applying to Overall Buckling Analysis of Columns, Proc. of the Japan Society of Civil Engineers, Structural Eng./Earthquake Eng., Vol.2, No.2, Oct. 1985, pp.65-73.
Nakai, H., Kitada, T. and Miki, T.: An Experimental Study on Ultimate Strength of Thin-Walled Box Stub-Columns with Stiffeners Subjected to Compression and Bending, Proc. of the Japan Society of Civil Engineers, Structural Eng./ Earthquake Eng., Vol.2, No.2, Oct. 1985, pp.87-97.
Nakai, H., Miki, T. and Ogaki, K.: An Analytical Method for Critical Strength of Thin-Walled Steel Frames, Memoirs of the Faculty of Engineering, Osaka City University, Vol.26, Dec. 1985, pp.233-250.
Nakai, H., Emi, S. and Miki, T.: In-Plane Critical Strength of Thin-Walled Steel Frames Subjected to Vertical Loads, Proc. of the Japan Society of Civil Engineers, Structural Eng./Earthquake Eng., Vol.3, No.1, April 1986, pp.75- 84.
Nakai, H., Kitazawa, M. and Miki, T.: A Study on Critical Strength of Thin-Walled Steel Frames Subjected to Combinations of Vertical and Horizontal Loads, Proc. of the Japan Society of Civil Engineers, Structural Eng./Earthquake Eng., Vol.3, No.1, April 1986, pp.147-157.
Nakai, H., Kitada, T. and Miki, T.: On a Design Criterion for Checking Ultimate Strength of Thin-Walled Steel Frames, Memoirs of the Faculty of Engineering, Osaka City University, Vol.27, Dec. 1986
Nakai, H., Miki, T. and Akehashi, K. : Stress Analysis due to Shear Lag of Corner Parts in Steel Rigid Frame Structures, Memoirs of the Faculty of Engineering, Osaka City University, Vol.27, Dec. 1987, pp.291-309
Nakai, H., Miki, T., Fukuoka, S. and Akehashi, K.: An Experimental Study on Shear Lag and Ultimate Strength of Corner Parts in Steel Rigid Frame Structures, Proc. of Structural Engineering, Japan Society of Civil Engineers, Vol.33A, March 1987, pp.193-206.
Nakai, H., Miki, T. and Ogaki K.: An Approximate Method for Calculating Critical Strength of Thin-Walled Steel Frames, Proc. of the Japan Society of Civil Engineers, No.381/I-7, April 1987.
Miki, T., Kitada, T. and Nakai, H.: A Study on Interactive Strength between Local and Overall Buckling of Box Column Members in Steel Frames composed of Thin Plates, International Colloquium-Stability of Plate and Shell Structures, ECCS, CECM and EKS, Ghent, Belgium, April 1987, pp.211-218.
Miki, T., Kitada, T. and Nakai, H.: An Approximate Method for Evaluating the Ultimate Strength of Steel Frame Structures with Thin-Walled Box Cross-Sections, Steel Structures, Advances, Design and Construction edited by R.Narayanan, Elsevier Applied Science, London and NewYork, 1987, pp.347-354.(International Conference on Steel and Aluminum Structures, University of College, Cardiff, England, July 1987)
Nakai, H. and Miki, T., Yamauchi, Y. and Yamamoto, R.: An experimental study on composite girders using precast slab subjected to negative bending moment, Proc. of Structural Engineering, Japan Society of Civil Engineers, Vol.34A, March 1988, pp.285-296.
Aoki, T., Shimizu, S. and Miki, T.: Reports of ECCS Colloquium on Buckling Stability on Plates and Shells, Bridge and Foundation Engineering, Vol.22, No.12, Dec.1988, pp.33-37.
Miki, T. and Kotoguchi, H. : Experimental Studies on Collapse Behaviors and Deformation Capacity of Steel Beam-to-Column Connections, Proc. of Structural Engineering, Japan Society of Civil Engineers, Vol.37A, March 1991, pp.121-134 (in Japanese).
Miki, T.: Elasto-Plastic Behaviors of Steel Cantilever Columns with Variable Cross-Section Subjected to Horizontally Cyclic Loads, Proc. of Japan Society of Civil Engineers, No.446/I-19, April 1992, pp.127-136 (in Japanese).
Nakai, H., Miki, T. and Hashimoto, Y.: On Limit State Design Method Considering Shear Lag Phenomenon of Corner Parts of Steel Rigid Frames, Proc. of Japan Society of Civil Engineers, No.455/I-21, Oct.1992, pp.95-104 (in Japanese).
Miki, T., Kotoguchi, H. and Nishi, K.: An Experimental Study on Elasto-Plastic Hysteretic Behaviors of Cantilever Columns with Variable Cross-Section, Proc. of Structural Engineering, Japan Society of Civil Engineers, Vol.39A, March 1993, pp.271-284 (in Japanese).
Miki, T. and Inoue, H.: Elasto-Plastic Dynamic Response of Steel Cantilever Columns with Variable Cross-Section Subjected to Earthquake Ground Motion, Proc. of the 22nd JSCE Earthquake engineering Symposium, Earthquake Engineering Committee, Japan Society of Civil Engineers, July 1993,pp.535-538 (in Japanese).
Miki, T.: Elasto-Plastic Collapse Mechanism of Steel Cantilever Columns with Variable Cross-Section Subjected to Alternating Horizontal Load, Proc. of the 43rd Nat. Cong. of Theoretical & Applied Mechanics, 1994, Jan. 1994, pp.131-134 (in Japanese).
Miki, T.: Elasto-Plastic Dynamic Behaviors of Steel Cantilever Columns with Variable Cross-section Subjected to Horizontally Seismic Ground Motion, Journal of Structural Mechanics and Earthquake Engineering, Japan Society of Civil Engineers, No.501/I-29, Oct. 1994, pp.75-84.
Miki, T.: Earthquake Response Analysis on Cumulative Strain and Hysteretic Energy Absorption of Steel Columns with Variable Cross-Section, Proc. of the 9th Earthquake Engineering Symposium '94, Dec. 1994, pp.1639-1644 (in Japanese).
Miki, T., Kotoguchi, H. and Osada, Y.: Inelastic Earthquake Response and Collapse Modes of Steel Portal Frames with Variable Cross-Section, Proc. of Structural Engineering, Japan Society of Civil Engineers, March 1997, Vol.43A, pp.205-216.
Miki, T. and Nethercot, D.A.: Cyclic Instability of Columns with Variable Cross-Section due to Combination of Collapse Mechanisms, Proc. of 5th International Colloquium on Stability and Ductility of Steel Structures, Nagoya, Japan, July 1997, pp.596-576.
(This paper is also presented in "Stability and Ductility of Steel Structures" edited by Usami & Itoh, pp.337-346, Elsevier Science Ltd, 1998.)
Miki, T., Kotoguchi, H. and Osada, Y.: Inelastic Earthquake Response of Steel Portal Frames with Shear Collapse at Center of Beam, Proc. of International Conference STESSA'97, Kyoto, Japan, August 1997, pp.74-81.
Miki, T.: Inelastic Earthquake Response of Steel Portal Frames with Shear Collapse in Middle of Beam, Proc. of Structural Engineering, Japan Society of Civil Engineers, March 1998, Vol.44A, pp.169-178.
Miki, T., Kawada, S. and Iwamura T.: Elasto Plastic Behaviour of Steel Colomns with Tapered Base Part subjected to Horizontal Repeated Load, Proc. of the 10th Earthquake Engineering Symposium '98, c/o Architectural Institute of Japan, November 1998, pp.2151-2156.
Miki, T. and Yamada, O.: Inelastic Earthquake Response Analysis of Steel Two-Story Frames with Shear Collapse in Middle of Beam, Proc. of Structural Engineering, Japan Society of Civil Engineers, Vol.45ACVol.45ACMarch 1999, pp.227-234.
Miki, T. and Yamada, O.: Collapse Mechanism and Inelastic Earthquake Response of Steel Portal Frames with Collapse of Beam, Proc. of Structural Engineering, Japan Society of Civil Engineers, Vol.46ACMarch 2000, pp.663-673.
Miki, T. and Kawada, S.: An Experimental Study on Elasto-Plastic Hysteretic Behaviour of Steel Partially Tapered Beam-Columns, Journal of Structural Mechanics and Earthquake Engineering, Japan Society of Civil Engineers, No.647/I-51, April 2000, pp.331-342.
Miki, T.: Effect of strain rate on inelastic earthquake response of steel portal frames with shear collapse of beam, Proc. of Structural Engineering, Japan Society of Civil Engineers, Vol.47ACMarch 2001, pp.771-782.
