Search Results - "USAMI, Tsutomu"
-
1
Improving Low-Cycle Fatigue Performance of High-Performance Buckling-Restrained Braces by Toe-Finished Method
Published in Journal of earthquake engineering : JEE (01-11-2012)“…The purpose of this research is to improve the low-cycle fatigue life of the buckling-restrained brace (BRB) for the development of the high-performance…”
Get full text
Journal Article -
2
Cyclic Tests of Concrete-Filled Steel Box Columns
Published in Journal of structural engineering (New York, N.Y.) (01-10-1996)“…The purpose of this experimental study is to investigate the influences of the filled-in concrete on the strength, ductility and energy absorption capacity of…”
Get full text
Journal Article -
3
New Elastic Stability Formulas for Multiple-Stiffened Shear Panels
Published in Journal of structural engineering (New York, N.Y.) (01-06-2002)“…This paper deals with the development of simple, yet accurate design formulas for elastic stability of finite plates, simply supported and reinforced with…”
Get full text
Journal Article -
4
Cyclic analysis and capacity prediction of concrete-filled steel box columns
Published in Earthquake engineering & structural dynamics (01-02-2002)“…Concrete‐filled steel columns have been widely used in civil and architectural constructions throughout the world in recent years. This study is concerned with…”
Get full text
Journal Article -
5
Ductility Evaluation Procedure for Thin-Walled Steel Structures
Published in Journal of structural engineering (New York, N.Y.) (01-11-2000)“…A rational ductility evaluation procedure for thin-walled steel structures is required to account for local buckling and to be convenient for practical use…”
Get full text
Journal Article -
6
Ductility of Thin-Walled Steel Box Stub-Columns
Published in Journal of structural engineering (New York, N.Y.) (01-11-2000)“…Thin-walled steel box columns are vulnerable to damage caused by local and overall interaction buckling during a major earthquake. To provide enough…”
Get full text
Journal Article -
7
Cyclic Behavior of Structural Steels. II: Theory
Published in Journal of engineering mechanics (01-11-1995)“…This paper is concerned with the analytical modeling of the cyclic behavior of structural steels. The modified uniaxial two-surface model developed by Shen et…”
Get full text
Journal Article -
8
Developing a new hysteretic type seismic damper (BRRP) for steel bridges
Published in Engineering structures (01-10-2016)“…•A new type of high performance seismic damper (BRRP) for steel bridges is developed.•BRRPs possess both high deformation and high low-cycle fatigue…”
Get full text
Journal Article -
9
Elastoplastic analysis of steel members and frames subjected to cyclic loading
Published in Engineering structures (01-02-2000)“…The present paper addresses the cyclic elastoplastic large displacement analysis of steel columns and portal frames. In the analysis, a modified two-surface…”
Get full text
Journal Article Conference Proceeding -
10
Evaluating the influence of stoppers on the low-cycle fatigue properties of high-performance buckling-restrained braces
Published in Engineering structures (01-08-2012)“…► BRBs were tested to evaluate influence of stoppers on low-cycle fatigue life. ► Two models are proposed for the BRBs with and without stoppers. ► BRBs with…”
Get full text
Journal Article -
11
Effective Width of Locally Buckled Plates in Compression and Bending
Published in Journal of structural engineering (New York, N.Y.) (01-05-1993)“…The effective-width concept has been recognized as an efficient way to compute the strength of locally buckled thin-walled members. In a previous paper, an…”
Get full text
Journal Article -
12
Low-cycle fatigue testing of extruded aluminium alloy buckling-restrained braces
Published in Engineering structures (01-01-2013)“…► Aluminium alloy BRB is developed to improve durability in corrosive environments. ► Extruded aluminium alloy BRB is proposed to avoid the welding of stoppers…”
Get full text
Journal Article -
13
Stiffened steel box columns. Part 2: Ductility evaluation
Published in Earthquake engineering & structural dynamics (01-11-2000)Get full text
Journal Article -
14
Damage Evaluation in Steel Box Columns by Cyclic Loading Tests
Published in Journal of structural engineering (New York, N.Y.) (01-06-1996)“…Bridge piers with hollow box sections are widely used in Japan in highway bridges. Unlike the columns in buildings, these piers are designed with high…”
Get full text
Journal Article -
15
Developing high-performance aluminum alloy buckling-restrained braces based on series of low-cycle fatigue tests
Published in Earthquake engineering & structural dynamics (10-04-2012)“…SUMMARY In order to enhance the durability of high‐performance buckling‐restrained braces (BRBs) used in bridge engineering, which are expected to withstand…”
Get full text
Journal Article -
16
Ductility of Concrete-Filled Steel Box Columns under Cyclic Loading
Published in Journal of structural engineering (New York, N.Y.) (01-07-1994)“…Steel bridge piers under cyclic loading due to strong earthquake motion should be designed considering not only the strength but also the ductility capacity…”
Get full text
Journal Article -
17
Eccentrically Loaded Steel Columns under Cyclic In-Plane Loading
Published in Journal of structural engineering (New York, N.Y.) (01-08-2000)“…This paper is aimed at investigating the ultimate strength and ductility capacity correlation between centrally loaded and eccentrically loaded steel columns…”
Get full text
Journal Article -
18
Inelastic seismic design verification method for steel bridge piers using a damage index based hysteretic model
Published in Engineering structures (01-04-1998)“…In order to ensure the safety of steel bridge piers against earthquakes, their inelastic response up to collapse needs to be predicted accurately. An…”
Get full text
Journal Article Conference Proceeding -
19
Ductility of Steel Short Cylinders in Compression and Bending
Published in Journal of engineering mechanics (01-02-1998)“…During the Hyogoken-Nanbu earthquake near Kobe, Japan, on January 17, 1995, damage occurred not only in steel box-section bridge piers but also in pipe-section…”
Get full text
Journal Article -
20
A Strain-Based Post-Earthquake Serviceability Verification Method for Steel Frame-Typed Bridge Piers Installed with Seismic Dampers
Published in Journal of earthquake engineering : JEE (19-05-2017)“…This study is aimed at verifying a strain-based post-earthquake serviceability verification method for steel bridge piers installed with three types of seismic…”
Get full text
Journal Article