| Year |
Citation |
Score |
| 2020 |
Nonoyama Y, Nagae T, Okazaki T, Matsumiya T, Takahashi N, Kajiwara K, Nakazawa H, Mikoshiba T. Numerical Analysis Focusing On Stiffness Deterioration Behavior Of Composite Beam Subjected To Cyclic Deformations Aij Journal of Technology and Design. 26: 153-158. DOI: 10.3130/Aijt.26.153 |
0.302 |
|
| 2020 |
Chao S, Jiansinlapadamrong C, Simasathien S, Okazaki T. Full-Scale Testing and Design of Special Truss Moment Frames for High-Seismic Areas Journal of Structural Engineering-Asce. 146: 4019229. DOI: 10.1061/(Asce)St.1943-541X.0002541 |
0.427 |
|
| 2018 |
Asada H, Okazaki T, Tanaka T, Nakai S, Hashioka S. Effect Of Out-Of-Plane Stiffness And Strength On Buckling Strength Of Hss Brace With Single-Shear Bolted Joints Journal of Structural and Construction Engineering (Transactions of Aij). 83: 309-319. DOI: 10.3130/Aijs.83.309 |
0.382 |
|
| 2017 |
Ji X, Wang Y, Ma Q, Okazaki T. Cyclic Behavior of Replaceable Steel Coupling Beams Journal of Structural Engineering-Asce. 143: 4016169. DOI: 10.1061/(Asce)St.1943-541X.0001661 |
0.465 |
|
| 2017 |
Lin X, Okazaki T, Hayashi K, Nakashima M. Bolted Built-Up Columns Constructed of High-Strength Steel under Combined Flexure and Compression Journal of Structural Engineering-Asce. 143: 4016159. DOI: 10.1061/(Asce)St.1943-541X.0001648 |
0.484 |
|
| 2017 |
Ji X, Wang Y, Zhang J, Okazaki T. Seismic behavior and fragility curves of replaceable steel coupling beams with slabs Engineering Structures. 150: 622-635. DOI: 10.1016/J.Engstruct.2017.07.045 |
0.479 |
|
| 2016 |
Soroushian S, Maragakis E, Ryan KL, Sato E, Sasaki T, Okazaki T, Mosqueda G. Seismic simulation of an integrated ceiling-partition wall-piping system at E-defense. II: Evaluation of nonstructural damage and fragilities Journal of Structural Engineering (United States). 142. DOI: 10.1061/(Asce)St.1943-541X.0001385 |
0.377 |
|
| 2016 |
Ryan KL, Soroushian S, Maragakis E, Sato E, Sasaki T, Okazaki T. Seismic simulation of an integrated ceiling-partition wall-piping system at E-defense. I: Three-dimensional structural response and base isolation Journal of Structural Engineering (United States). 142. DOI: 10.1061/(Asce)St.1943-541X.0001384 |
0.36 |
|
| 2016 |
Ji X, Wang Y, Ma Q, Okazaki T. Cyclic behavior of very short steel shear links Journal of Structural Engineering (United States). 142. DOI: 10.1061/(Asce)St.1943-541X.0001375 |
0.515 |
|
| 2015 |
Hong JK, Uang CM, Okazaki T, Engelhardt MD. Link-to-Column Connection with Supplemental Web Doublers in Eccentrically Braced Frames Journal of Structural Engineering (United States). 141. DOI: 10.1061/(Asce)St.1943-541X.0001170 |
0.697 |
|
| 2015 |
Okazaki T, Engelhardt MD, Hong JK, Uang CM, Drolias A. Improved Link-to-Column Connections for Steel Eccentrically Braced Frames Journal of Structural Engineering (United States). 141. DOI: 10.1061/(Asce)St.1943-541X.0001041 |
0.708 |
|
| 2014 |
Asari T, Ujiie D, Midorikawa M, Okazaki T. Effect Of Vertical Stiffness And Foundation Uplift On The Seismic Response Of Building Structures Journal of Structural and Construction Engineering (Transactions of Aij). 79: 1569-1578. DOI: 10.3130/Aijs.79.1569 |
0.343 |
|
| 2014 |
Lin X, Okazaki T, Nakashima M. Bolted beam-to-column connections for built-up columns constructed of H-SA700 steel Journal of Constructional Steel Research. 101: 469-481. DOI: 10.1016/J.Jcsr.2014.05.018 |
0.501 |
|
| 2014 |
Yiǧitsoy G, Topkaya C, Okazaki T. Stability of beams in steel eccentrically braced frames Journal of Constructional Steel Research. 96: 14-25. DOI: 10.1016/J.Jcsr.2014.01.002 |
0.389 |
|
| 2013 |
Okazaki T, Lignos DG, Midorikawa M, Ricles JM, Love J. Damage to steel buildings observed after the 2011 Tohoku-oki earthquake Earthquake Spectra. 29: S219-S243. DOI: 10.1193/1.4000124 |
0.38 |
|
| 2013 |
Hikino T, Okazaki T, Kajiwara K, Nakashima M. Out-of-Plane Stability of Buckling-Restrained Braces Placed in Chevron Arrangement Journal of Structural Engineering-Asce. 139: 1812-1822. DOI: 10.1061/(Asce)St.1943-541X.0000767 |
0.446 |
|
| 2013 |
Okazaki T, Lignos DG, Hikino T, Kajiwara K. Dynamic Response of a Chevron Concentrically Braced Frame Journal of Structural Engineering-Asce. 139: 515-525. DOI: 10.1061/(Asce)St.1943-541X.0000679 |
0.472 |
|
| 2013 |
Palmer KD, Roeder CW, Lehman DE, Okazaki T, Shield C. Experimental performance of steel braced frames subjected to bidirectional loading Journal of Structural Engineering (United States). 139: 1274-1284. DOI: 10.1061/(Asce)St.1943-541X.0000624 |
0.488 |
|
| 2013 |
Lin X, Okazaki T, Chung YL, Nakashima M. Flexural performance of bolted built-up columns constructed of H-SA700 steel Journal of Constructional Steel Research. 82: 48-58. DOI: 10.1016/J.Jcsr.2012.11.015 |
0.495 |
|
| 2012 |
Briscoe CR, Mantell SC, Okazaki T, Davidson JH. Local shear buckling and bearing strength in web core sandwich panels: Model and experimental validation Engineering Structures. 35: 114-119. DOI: 10.1016/J.Engstruct.2011.10.020 |
0.387 |
|
| 2012 |
Palmer KD, Roeder CW, Lehman DE, Okazaki T, Shield CK, Powell J. Concentric X-braced frames with HSS bracing International Journal of Steel Structures. 12: 443-459. DOI: 10.1007/S13296-012-3012-8 |
0.414 |
|
| 2011 |
Briscoe CR, Mantell SC, Davidson JH, Okazaki T. Design procedure for web core sandwich panels for residential roofs Journal of Sandwich Structures and Materials. 13: 23-58. DOI: 10.1177/1099636210365441 |
0.378 |
|
| 2011 |
Liao M, Okazaki T, Ballarini R, Schultz AE, Galambos TV. Nonlinear finite-element analysis of critical gusset plates in the I-35W bridge in Minnesota Journal of Structural Engineering. 137: 59-68. DOI: 10.1061/(Asce)St.1943-541X.0000269 |
0.351 |
|
| 2010 |
Berman JW, Okazaki T, Hauksdottir HO. Reduced link sections for improving the ductility of eccentrically braced frame link-to-column connections 9th Us National and 10th Canadian Conference On Earthquake Engineering 2010, Including Papers From the 4th International Tsunami Symposium. 5: 3546-3555. DOI: 10.1061/(Asce)St.1943-541X.0000157 |
0.475 |
|
| 2009 |
Okazaki T, Siljenberg BJ, Shield CK, Mantell SC. Web crippling strength of a steel sandwich panel with V-shaped webs Journal of Constructional Steel Research. 65: 1721-1730. DOI: 10.1016/J.Jcsr.2009.03.008 |
0.439 |
|
| 2009 |
Okazaki T, Engelhardt MD, Drolias A, Schell E, Hong JK, Uang CM. Experimental investigation of link-to-column connections in eccentrically braced frames Journal of Constructional Steel Research. 65: 1401-1412. DOI: 10.1016/J.Jcsr.2009.02.003 |
0.707 |
|
| 2008 |
Berman JW, Lowes LN, Okazaki T, Bruneau M, Tsai K, Driver RG, Sabelli R. Research needs and future directions for steel plate shear walls Scopus. 1-10. DOI: 10.1061/41016(314)102 |
0.447 |
|
| 2007 |
Okazaki T, Engelhardt MD, Nakashima M, Suita K. Experimental performance of link-to-column connections in eccentrically braced frames (vol 132, pg 1201, 2006) Journal of Structural Engineering-Asce. 133: 152-152. DOI: 10.1061/(Asce)0733-9445(2007)133:1(152) |
0.665 |
|
| 2007 |
Okazaki T, Engelhardt MD. Cyclic loading behavior of EBF links constructed of ASTM A992 steel Journal of Constructional Steel Research. 63: 751-765. DOI: 10.1016/J.Jcsr.2006.08.004 |
0.474 |
|
| 2007 |
Okazaki T, Nakashima M, Suita K, Matusmiya T. Interaction between cladding and structural frame observed in a full‐scale steel building test Earthquake Engineering & Structural Dynamics. 36: 35-53. DOI: 10.1002/Eqe.618 |
0.464 |
|
| 2006 |
Okazaki T, Engelhardt MD, Nakashima M, Suita K. Experimental Performance of Link-to-Column Connections in Eccentrically Braced Frames Journal of Structural Engineering-Asce. 132: 1201-1211. DOI: 10.1061/(Asce)0733-9445(2006)132:8(1201) |
0.704 |
|
| 2005 |
Okazaki T, Arce G, Ryu HC, Engelhardt MD. Experimental Study of Local Buckling, Overstrength, and Fracture of Links in Eccentrically Braced Frames Journal of Structural Engineering-Asce. 131: 1526-1535. DOI: 10.1061/(Asce)0733-9445(2005)131:10(1526) |
0.504 |
|
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