Kenichi Ohi

发表

Earthquake Response Tests on Steel Frames with Semi-Rigid Connections : Part2 Response Tests of 2-Story Steel Frames

Xiaoguang Lin, Koichi Takanashi, Kenichi Ohi, 1995 .

Sub structure on-line tests on braced frames with self-returning joint mechanism

Kenichi Ohi, Jae-hyouk Choi, 2006, SPIE Smart Structures and Materials + Nondestructive Evaluation and Health Monitoring.

The Hybrid Simulation of a Steel Frame Strengthened by Fully Mechanical Braces

Jae Hyouk Choi, Kenichi Ohi, 2005 .

PLASTIC SKELETON SHIFTING CRITERIA FOR ACCEPTANCE EVALUATION OF STEEL MOMENT RESISTING FRAMES

Kenichi Ohi, Praveen Khandelwal, 2001 .

An Adaptive Loading Test on Collapse Mechanism Formation of Multi-Story Steel Frames Subjected to Uncertain Lateral Load Pattern

Jae Hyouk Choi, Kenichi Ohi, 2007 .

Sensitivity on Load Carrying Capacity of Frames to Member Disappearance

Zheng-lin Li, Takumi Ito, Kenichi Ohi, 2004 .

MATRIX METHOD OF LIMIT ANALYSIS ON FRAMED STRUCTURES CONSIDERING INTERACTED BENDING AND AXIAL RESISTANCES

Hong Sun, Takumi Ito, Kenichi Ohi, 2001 .

Evaluation on interaction surface of plastic resistance for exposed-type steel column bases under biaxial bending

Kenichi Ohi, Jae-hyouk Choi, 2005 .

Sesmic Monitoring of 3-story Steel Frame Model with LYP Hysteresis Dampers

Kiyoshi Tanaka, Seung-Jae Lee, Yasuhito Sasaki, 1997 .

A Study on the Collapse Control Design Method for High-Rise Steel Buildings

Hiroyuki Suzuki, Akira Wada, Mamoru Kohno, 2006 .

A SIMPLE PROPOSAL FOR ULTIMATE SEISMIC DEMAND EVALUATION OF MOMENT RESISTING STEEL FRAMES

Kenichi Ohi, Peiyu Fang, Praveen Khandelwal, 2001 .

SEISMIC PERFORMANCE EVALUATION OF STEEL FRAMES BY SIMPLIFIED NONLINEAR DYNAMIC PROCEDURES

Kenichi Ohi, Peiyu Fang, Praveen Khandelwal, 2001 .

Simplified Response Analysis of Framed Structures based on an Inclined Ellipsoidal Approximatiion of Safety Domain

Kenichi Ohi, Takafimi Fujita, 2001 .

HYBRID DESIGN POINT SEARCH ON COLLAPSE MECHANISM FORMATION OF FRAMED STRUCTURES

Kenichi Ohi, Yoichi Mori, Peiyu Fang, 2003 .

A SENSITIVITY ANALYSIS RELATED TO REDUNDANCY OF FRAMED STRUCTURES SUBJECTED TO VERTICAL LOADS

Takumi Ito, Kenichi Ohi, Zhenglin Li, 2005 .

ENERGY INPUT RATE SPECTRA OF EARTHQUAKE GROUND MOTIONS

Koichi Takanashi, Kenichi Ohi, Yasuaki Honma, 1991 .

SUB-STRUCTURE PSEUDO-DYNAMIC TEST SCHEME SUITABLE FOR BENDING-SHEAR TYPE FLEXIBLE STEEL FRAMES

Xiaoguang Lin, Koichi Takanashi, Kenichi Ohi, 2001 .

ULTIMATE STRENGTH OF STEEL COLUMN BASES

Koichi Takanashi, Kenichi Ohi, Hisashi Tanaka, 1981 .

RESPONSE ANALYSIS OF STEEL FRAMES BASED ON A SIMPLE HYSTERESIS RULE : Accuracies and errors in predicting inelastic responses of steel frames subjected to severe earthquakes (Part 2)

Koichi Takanashi, Kenichi Ohi, 1988 .

A SIMPLE METHOD TO ESTIMATE THE STATISTICAL PARAMETERS OF ENERGY INPUT TO STRUCTURES DURING EARTHQUAKES

Koichi Takanashi, Kenichi Ohi, Hisashi Tanaka, 1985 .

Seismic behavior of steel frames with semi-rigid connections and braces

Xiaoguang Lin, Koichi Takanashi, Kenichi Ohi, 1998 .