Keiichiro Suita

发表

Full scale shaking table collapse experiment on 4-story steel moment frame: Part 1 outline of the experiment

Yuko Shimada, Kazuhiko Kasai, Motohide Tada, 2009 .

22419 Elasto-plastic response in full-scale 4-story building collapse test : E-Defense Experimental Projects for Steel Buildings - Part 23

Makoto Ohsaki, Satoshi Yamada, Yuko Shimada, 2008 .

Plane Pre-Analytical Simulation of Collapse by Hinge Method for Complete Collapse Specimen by Large Shaking Table

Satoshi Yamada, Kazuhiko Kasai, Motohide Tada, 2007 .

DAMAGE TO BEAMS AND EFFECTS OF FLOOR SLAB COMPOSITE ACTION : Test on full-scale three story frame for evaluation of seismic performance

Keiichiro Suita, Tomohiro Matsumiya, Masayoshi Nakashima, 2005 .

SEISMIC RESPONSE ANALYSIS BY PLANE FRAME MODEL OF HIGH-RISE BUILDINGS SUBJECTED TO GROUND MOTIONS PREDICTED FOR UEMACHI FAULT

Yasuhiro Hayashi, Kotaro Sato, Keiichiro Suita, 2010 .

Test on collapse behavior of 3D full-scale steel moment frames subjected to cyclic loading

Keiichiro Suita, Tomohiro Matsumiya, Masayoshi Nakashima, 2004 .

SEISMIC PERFORMANCE AND RETROFIT OF BEAM-TO-COLUMN CONNECTION FOR EARLY HIGH-RISE BUILDINGS

Keiichiro Suita, Yukiko Kitamura, Isao Hashida, 2009 .

Full scale shaking table collapse experiment on 4-story steel moment frame: Part 2 detail of collapse behavior

Satoshi Yamada, Yuko Shimada, Kazuhiko Kasai, 2009 .

22484 Overview of 'Quantification of Collapse Margin of High-Rise Buildings" Quantification of Collapse Margin of Steel High-Rise Buildings (Part 1)

Minehiro Nishiyama, Masayoshi Nakashima, Keiichiro Suita, 2013 .

EFFECT OF ALC PANEL FINISHES ON STRUCTURAL PERFORMANCE : Test on full-scale three story steel frame for evaluation of seismic performance

Keiichiro Suita, Masayoshi Nakashima, Dawei Liu, 2004 .

Errata for "Experimental Performance of Link-to-Column Connections in Eccentrically Braced Frames" by

Keiichiro Suita, Michael D. Engelhardt, Masayoshi Nakashima, 2007 .

Seismic performance evaluation of non‐structural components: drywall partitions

Keiichiro Suita, Tae-Hyung Lee, Tomohiro Matsumiya, 2007 .

Mechanical property of beam-to-column moment connection with hysteretic dampers for column weak axis

Keiichiro Suita, Zhijun Zhang, Yuji Koetaka, 2005 .

22349 Hysteretic Behavior and Seismic Capacity of Shallow Embedded Steel Column Bases : Part 1:Cyclic Loading Tests of Exterior Shallow Embedded Steel Column Bases

Masayoshi Nakashima, Takuya Nagae, Keiichiro Suita, 2007 .

ELASTO-PLASTIC RESPONSES AND PROCESS LEADING TO A COLLAPSE MECHANISM

Satoshi Yamada, Yuko Shimada, Keiichiro Suita, 2009 .

BUILDING RESPONSE OF HIGHRISE BUILDING TO GROUND MOTION PREDICTED FOR UEMACHI FAULTS

Kotaro Sato, Keiichiro Suita, Yasuhiro Hayashi, 2010 .

EXPERIMENTAL PROCEDURE AND ELASTIC RESPONSE CHARACTERISTICS OF SHAKING TABLE TEST

Satoshi Yamada, Yuko Shimada, Kazuhiko Kasai, 2009 .

Comparison of Seismic Design Codes for Steel Buildings in Japan and the United States

Keiichiro Suita, Masayoshi Nakashima, 2005 .

Experimental performance of link-to-column connections in eccentrically braced frames (vol 132, pg 1201, 2006)

Keiichiro Suita, Michael D. Engelhardt, Masayoshi Nakashima, 2007 .

Full-Scale Test of Composite Frame under Large Cyclic Loading

Feng Zhou, Keiichiro Suita, Tomohiro Matsumiya, 2007 .

SEISMIC PERFORMANCE OF LOW-RISE STEEL BUILDINGS CONSTRUCTED IN THE 1980S WITH IDENTIFIED WELD DEFECTS IN THEIR BEAM-TO-COLUMN CONNECTIONS

Keiichiro Suita, Shohei Yamada, Naoki Fukumoto, 2007 .

Comparison of Damage, Design Concept and Design Practices of Column Base Connections in Japan and the United States

Keiichiro Suita, Yuji Koetaka, Toko Hitaka, 2005 .

MECHANICAL PERFORMANCE AND SEISMIC RESPONSE OF KNEE BRACE DAMPER STRUCTURE OF H-SA700 HIGH STRENGTH STEEL MEMBERS MADE BY UNDERMATCHED WELDS

Keiichiro Suita, Yuji Koetaka, Naoki Shinsai, 2012 .

Design of high strength bolted tube flange joints using yield line theory

Keiichiro Suita, Kazuo Inoue, 2000 .

EXPERIMENTAL STUDY ON LATERAL RESISTANCE MECHANISM OF COMPOSITE FOUNDATION OF PILE WITH REUSING EXISTING PILES

Keiichiro Suita, Yasuhiro Hayashi, Hisatoshi Kashiwa, 2009 .

Full-scale Tests for Seismic Performance Verification of Steel Building Structures with Hysteretic Dampers

Keiichiro Suita, Praween Chusilp, 2004 .

22542 Seismic Response of Non-Structural Partition Walls and Hanging Ceiling Systems : E-Defense Experimental Projects for Steel Buildings - Part 15

Masayoshi Nakashima, Keiichiro Suita, Yuichi Matsuoka, 2007 .

Advanced Techniques for Evaluating Vulnerability of Urban Infrastructure by Integrating Multiple Evaluation Indexes

Sumio Sawada, Keiichiro Suita, Kojiro Irikura, 2004 .

Tests of Welded Beam-Column Subassemblies. I: Global Behavior

Masayoshi Nakashima, Keiichiro Suita, Yoshiomi Maruoka, 1998 .

Seismic-Resistant Weld-Free Steel Frame Buildings with Mechanical Joints and Hysteretic Dampers

Kazuo Inoue, Keiichiro Suita, Masayoshi Nakashima, 2006 .

ACCURACY OF NUMERICAL ANALYSIS FOR PREDICTION OF INELASTIC CYCLIC BEHAVIOR OF FULL-SCALE STEEL MOMENT FRAME : Test on full-scale three story frame for evaluation of seismic performance

Feng Zhou, Masayoshi Nakashima, Keiichiro Suita, 2004 .

Seismic response of non-structural partition walls and hanging ceiling systems

Masayoshi Nakashima, Keiichiro Suita, Yuichi Matsuoka, 2008 .

DEFORMATION CONCENTRATION PHENOMENA IN LOWER PART OF FRAMES ON COLLAPSE BY SEISMIC ANALYSIS WITH FISHBONE-SHAPED FRAMES

Keiichiro Suita, Yuji Koetaka, Takehiro Wakatsuki, 2013 .

Comparison of Weld Provisions and Seismic Capacity of Welded Connections in Japan and the United States

Keiichiro Suita, Hidekatsu Asai, 2005 .

Comparison of Beam-to-Column Connection Design for Ensuring Plastic Deformation Capacity in Japan and the United States

Keiichiro Suita, Yuji Koetaka, Toko Hitaka, 2005 .

Interaction between cladding and structural frame observed in a full‐scale steel building test

Keiichiro Suita, Masayoshi Nakashima, Taichiro Okazaki, 2007 .

EVALUATION OF SEISMIC PERFORMANCE OF EXTERIOR CLADDING IN FULL-SCALE 4-STORY BUILDING SHAKING TABLE TEST

Satoshi Yamada, Yuko Shimada, Keiichiro Suita, 2009 .

SEISMIC RESPONSE ANALYSIS CONSIDERING HYSTERESIS CHARACTERISTIC OF HIGH STRENGTH BOLT CONNECTION OBTAINED FROM LOADING TEST

Keiichiro Suita, Kenichi Kume, 2011 .

Experimental Performance of Link-to-Column Connections in Eccentrically Braced Frames

Keiichiro Suita, Michael D. Engelhardt, Masayoshi Nakashima, 2006 .

THE IN-PLANE STORY-DRIFT LIMIT AND POST-LIMIT BEHAVIOR OF PRECAST CONCRETE CURTAIN WALLS DETAILED TO ACCOMMODATE FRAME DEFORMATION BY ROCKING MOTION

Keiichiro Suita, Yuji Koetaka, Tetsuya Sasaki, 2013 .

Past and Present of Experimentation and Laboratory Training in the Field of Building Engineering (Steel Structure)

Keiichiro Suita, 2011 .

E-Defense Tests on Full-Scale Steel Buildings Part 2 - Collapse Experiments on Moment Frames

Satoshi Yamada, Kazuhiko Kasai, Motohide Tada, 2007 .

WELDING QUALITY AND SEISMIC PERFORMANCE OF EXITING STEEL BUILDINGS CONSTRUCTED IN EARLY 1980S

Keiichiro Suita, Nobuhiro Nagata, Yuki Satoh, 2004 .

Tests of Welded Beam-Column Subassemblies. II: Detailed Behavior

Masayoshi Nakashima, Keiichiro Suita, Kiyotaka Morisako, 1998 .

EFFECT OF COLUMN BASE BEHAVIOUR ON THE SEISMIC RESPONSE OF STEEL MOMENT FRAMES

Masahiro Kurata, Masayoshi Nakashima, Keiichiro Suita, 2005 .

22354 Test on Seismic Performance Evaluation of Interior Partition Walls Overview of Experiment : E-Defense Experimental Projects for Steel Buildings-Part 6

Masayoshi Nakashima, Keiichiro Suita, Yuichi Matsuoka, 2006 .

TESTS ON STEEL COLUMN BASES WITH T-STUB CONNECTIONS

Keiichiro Suita, Masahiro Kurata, Feng Zhou, 2004 .

EFFECT OF RC FLOOR SLAB ON HYSTERETIC CHARACTERISTICS OF STEEL BEAMS SUBJECTED TO LARGE CYCLIC LOADING : Test on full-scale steel frame with RC floor slab

Masayoshi Nakashima, Keiichiro Suita, M. Nakashima, 2005 .

EXPERIMENTAL INVESTIGATION ON DEFORMATION CAPACITY OF BEAM-TO-COLUMN CONNECTIONS IN EARLY HIGHRISE BUILDINGS BY FULLSCALE TESTS

Masayoshi Nakashima, Keiichiro Suita, Shohei Yamada, 2008 .

Plastic Deformation Capacity of Perforated Reduced Beam Section Moment Connection

Keiichiro Suita, Sangju Lee, Kazuo Inoue, 2002 .

DAMAGE RATIO FUNCTIONS OF STEEL BUILDINGS IN 1995 HYOGO-KEN NANBU EARTHQUAKE

Yasuhiro Hayashi, Keiichiro Suita, Maki Inoue, 2004 .

FULL-SCALE TEST OF WELD-FREE STEEL STRUCTURE WITH KNEE BRACE DAMPERS

Keiichiro Suita, Yuji Koetaka, Kazuo Inoue, 2005 .

EFFECT OF STRAIN RATES ON HYSTERESIS CHARACTERISTICS OF STEEL STRUCTURAL JOINTS DUE TO HIGH-SPEED CYCLIC LOADINGS

Keiichiro Suita, Kiyoshi Kaneta, Isao Kohzu, 1994 .

TEST ON LARGE CYCLIC DEFORMATION OF STEEL TUBE COLUMNS HAVING FIXED COLUMN BASES

Masayoshi Nakashima, Keiichiro Suita, Masahiro Kurata, 2005 .

Results of Recent E-Defense Tests on Full-Scale Steel Buildings: Part 1 — Collapse Experiments on 4-Story Moment Frames

Satoshi Yamada, Kazuhiko Kasai, Motohide Tada, 2008 .

DEVELOPMENT OF WELD-FREE BEAM-TO-COLUMN CONNECTION OF H-SA700A HIGH STRENGTH STEEL FOR BUILDING STRUCTURES

Keiichiro Suita, Atsushi Sato, Kazuo Inoue, 2009 .

ELASTO-PLASTIC BEHAVIOR OF PANEL ZONE IN BEAM TO EXTERNAL COLUMN CONNECTION WITH CONCRETE SLAB

Satoshi Yamada, Shoichi Kishiki, Yuko Shimada, 2009 .

SHEAR FRICTION BETWEEN BASE PLATE AND BASE MORTAR IN EXPOSED STEEL COLUMN BASE

Masayoshi Nakashima, Takuya Nagae, Keiichiro Suita, 2006 .

SEISMIC RESPONSE OF HIGH-RISE BUILDINGS CONSTRUCTED IN 1970S SUBJECTED TO LONG-PERIOD GROUND MOTIONS : Using predicted ground motions from hypothetical Nankai trough earthquakes in Kansai area

Keiichiro Suita, Tomonori Goto, Tomotaka Iwata, 2007 .

LATERAL BUCKLING BEHAVIOUR AND LATERAL BRACING OF WIDE FLANGE BEAMS CONNECTED BY KNEE BRACE DAMPERS

Masayoshi Nakashima, Keiichiro Suita, Ichiro Takeuchi, 2004 .