Masahiro Shirato

发表

LARGE-SCALE EXPERIMENTS ON NONLINEAR BEHAVIOR OF SHALLOW FOUNDATIONS SUBJECTED TO STRONG EARTHQUAKES

Masahiro Shirato, Tetsuya Kouno, Ryuichi Asai, 2008 .

Most impacting conventional design parameters on the seismic permanent displacement of shallow foundations

Masahiro Shirato, Tetsuya Kouno, Roberto Paolucci, 2012 .

Investigation of the Tunnel Ceiling Collapse in the Central Expressway in Japan

Masahiro Shirato, Shuntaro Kawahara, Hirotsugu Doi, 2014 .

DEVELOPMENT OF THE DESIGN CODES GROUNDED ON THE PERFORMANCE-BASED DESIGN CONCEPT IN JAPAN

Masahiro Shirato, Yusuke Honjo, Yoshiaki Kikuchi, 2010 .

SOME DISCUSSIONS TOWARD THE IMPLEMENTATION OF PARTIAL FACTOR DESIGN OF FOUNDATIONS

Masahiro Shirato, Jiro Fukui, Masahiro Ishida, 2004 .

A discussion on the determination of the characteristic value of a geotechnical parameter for foundation design

Masahiro Shirato, Jiro Fukui, Masahiro Ishida, 2004 .

Steel bridge deterioration data in Japan and modelling

Masahiro Shirato, Toshiro Kamada, Takashi Tamakoshi, 2017 .

SEISMIC PERFORMANCE EVALUATION OF HOLLOW SPIRAL STEEL PIPES UNDER COMPRESSIVE AXIAL FORCE AND BENDING MOMENT

Mitsuyoshi Akiyama, Kiyoshi Ono, Nobuo Nishimura, 2010 .

Current status of ductility design of abutment foundations against large earthquakes

Masahiro Shirato, Jiro Fukui, Junichi Koseki, 2006 .

Code calibration in reliability based design level I verification format for geotechnical structures

Makoto Suzuki, Masahiro Shirato, Yusuke Honjo, 2009 .

New developments of performance-based design codes and practice, honouring Prof. Yusuke Honjo

Masahiro Shirato, Makoto Suzuki, 2019 .

A CONSTITUTIVE MODEL WITH MICRO-SLIP MECHANISM AND ITS APPLICATION TO LARGE DEFORMATION PROBLEMS

Masahiro Shirato, Tetsuo Iwakuma, 1998 .

Effects of stress-dilatancy behavior of soil on load transfer hysteresis in soil-pile interaction

Yoshitomi Kimura, Masahiro Shirato, Jiro Fukui, 2006 .

NUMERICAL SIMULATION OF MODEL TESTS OF PIER-SHALLOW FOUNDATION SYSTEMS SUBJECTED TO EARTHQUAKE LOADS USING AN ELASTO-UPLIFT-PLASTIC MACRO ELEMENT

Masahiro Shirato, Tetsuya Kouno, Shoichi Nakatani, 2008 .

Seismic behaviour of shallow foundations: Shaking table experiments vs numerical modelling

Masahiro Shirato, Roberto Paolucci, M. Tolga Yılmaz, 2008 .

A NEW NONLINEAR HYSTERETIC RULE FOR WINKLER TYPE SOIL-PILE INTERACTION SPRINGS THAT CONSIDERS LOADING PATTERN DEPENDENCY

Masahiro Shirato, Jiro Fukui, Junichi Koseki, 2006 .

A MODEL WITH THE SWELLING OUT OF RE-BAR FOR CAST IN PLACE PILE AND ITS APPLICATION TO ESTIMATE THE EFFECT OF KINEMATIC INTERACTION ON PILE FOUNDATION

Yoshitomi Kimura, Masahiro Shirato, Jiro Fukui, 2001 .

An evaluation of the reliability of vertically loaded shallow foundations and grouped-pile foundations

Masahiro Shirato, Shoichi Nakatani, Takashi Nakaura, 2009 .

DETERMINATION OF PARTIAL FACTORS FOR A VERTICALLY LOADED PILE BASED ON RELIABILITY ANALYSIS

Masahiro Shirato, Jiro Fukui, Yusuke Honjo, 2002 .

GEOTECHNICAL CRITERION FOR SERVICEABILITY LIMIT STATE OF HORIZONTALLY-LOADED DEEP FOUNDATIONS

Masahiro Shirato, Shoichi Nakatani, Kenji Matsui, 2006 .

LARGE-SCALE SHAKE TABLE EXPERIMENT AND NUMERICAL SIMULATION ON THE NONLINEAR BEHAVIOR OF PILE-GROUPS SUBJECTED TO LARGE-SCALE EARTHQUAKES

Masahiro Shirato, Jiro Fukui, Shoichi Nakatani, 2008 .

Seismic behaviour of shallow foundations: large scale experiments vs. numerical modeling

Masahiro Shirato, Roberto Paolucci, C. di Prisco, 2007 .