Year |
Citation |
Score |
2017 |
Fick DR, Sozen MA, Kreger ME. Response of Full-Scale Three-Story Flat-Plate Test Structure to Cycles of Increasing Lateral Load Aci Structural Journal. 114: 1507-1517. DOI: 10.14359/51689502 |
0.668 |
|
2016 |
Pujol S, Hanai N, Ichinose T, Sozen MA. Using Mohr-Coulomb criterion to estimate shear strength of reinforced concrete columns Aci Structural Journal. 113: 459-468. DOI: 10.14359/51688743 |
0.678 |
|
2014 |
Lew HS, Bao Y, Pujol S, Sozen MA. Experimental study of reinforced concrete assemblies under column removal scenario Aci Structural Journal. 111: 881-892. DOI: 10.14359/51686739 |
0.648 |
|
2012 |
Fick DR, Sozen MA, Kreger ME. Cyclic lateral load test and the estimation of elastic drift response of a full-scale three-story flat-plate structure American Concrete Institute, Aci Special Publication. 215-228. |
0.759 |
|
2011 |
Qu H, Li G, Chen S, Sun J, Sozen MA. Analysis of circular concrete-filled steel tube specimen under lateral impact Advances in Structural Engineering. 14: 941-951. DOI: 10.1260/1369-4332.14.5.941 |
0.375 |
|
2010 |
Sozen MA, Pujol S. A sensor for confident identification of structural damage in reinforced concrete buildings Smart Structures and Systems. 6: 291-307. DOI: 10.12989/Sss.2010.6.3.291 |
0.611 |
|
2009 |
Gur T, Pay AC, Ramirez JA, Sozen MA, Johnson AM, Irfanoglu A, Bobet A. Performance of school buildings in Turkey during the 1999 düzce and the 2003 bingöl earthquakes Earthquake Spectra. 25: 239-256. DOI: 10.1193/1.3089367 |
0.723 |
|
2009 |
Miamis K, Irfanoglu A, Sozen MA. Dominant factor in the collapse of WTC-1 Journal of Performance of Constructed Facilities. 23: 203-208. DOI: 10.1061/(Asce)Cf.1943-5509.0000014 |
0.747 |
|
2006 |
Pujol S, Sozen MA, Ramirez JA. Displacement history effects on drift capacity of reinforced concrete columns Aci Structural Journal. 103: 253-262. DOI: 10.14359/15183 |
0.67 |
|
2005 |
Mlakar PF, Dusenberry DO, Harris JR, Haynes G, Phan LT, Sozen MA. Toughness of the Pentagon structure Journal of Performance of Constructed Facilities. 19: 206-211. DOI: 10.1061/(ASCE)0887-3828(2005)19:3(206) |
0.368 |
|
2005 |
Hayes JR, Woodson SC, Pekelnicky RG, Poland CD, Corley WG, Sozen M. Can strengthening for earthquake improve blast and progressive collapse resistance? Journal of Structural Engineering. 131: 1157-1177. DOI: 10.1061/(Asce)0733-9445(2005)131:8(1157) |
0.402 |
|
2003 |
Kilic SA, Sozen MA. Evaluation of effect of August 17, 1999, Marmara earthquake on two tall reinforced concrete chimneys Aci Structural Journal. 100: 357-364. DOI: 10.14359/12611 |
0.303 |
|
2003 |
Matamoros AB, Sozen MA. Drift limits of high-strength concrete columns subjected to load reversals Journal of Structural Engineering. 129: 297-313. DOI: 10.1061/(Asce)0733-9445(2003)129:3(297) |
0.768 |
|
2003 |
Mlakar PF, Dusenberry DO, Harris JR, Haynes G, Phan LT, Sozen MA. Findings and recommendations from the Pentagon crash Forensic Engineering, Proceedings of the Congress. 43-45. |
0.319 |
|
2002 |
Johnson AM, Johnson KM, Durdella J, Sözen M, Gür T. An emendation of elastic rebound theory: Main rupture and adjacent belt of right-lateral distortion detected by Viaduct at Kaynaşli, Turkey 12 November 1999 Düzce Earthquake Journal of Seismology. 6: 329-346. DOI: 10.1023/A:1020031324622 |
0.672 |
|
2000 |
Pujol S, Sözen M, Ramírez J. Transverse reinforcement for columns of RC frames to resist earthquakes Journal of Structural Engineering New York, N.Y.. 126: 461-466. DOI: 10.1061/(Asce)0733-9445(2000)126:4(461) |
0.719 |
|
1999 |
Gülkan P, Sozen MA. Procedure for determining seismic vulnerability of building structures Aci Structural Journal. 96: 336-342. DOI: 10.14359/666 |
0.462 |
|
1999 |
Pujol S, Ramfrez JA, Sozen MA. Drift capacity of reinforced concrete columns subjected to cyclic shear reversals Seismic Response of Concrete Bridges. Sp-187 Special Publication of the American Concrete Institute.. 255-274. |
0.649 |
|
1998 |
Sozen MA, Thornton CH, Gene Corley W, Mlakar PF. The Oklahoma city bombing: Structure and mechanisms of the murrah building Journal of Performance of Constructed Facilities. 12: 120-136. DOI: 10.1061/(Asce)0887-3828(1998)12:3(120) |
0.329 |
|
1998 |
Mlakar PF, Gene Corley W, Sozen MA, Thornton CH. The Oklahoma city bombing: Analysis of blast damage to the murrah building Journal of Performance of Constructed Facilities. 12: 113-119. DOI: 10.1061/(Asce)0887-3828(1998)12:3(113) |
0.409 |
|
1998 |
Gene Corley W, Mlakar PF, Sozen MA, Thornton CH. The Oklahoma city bombing: Summary and recommendations for multihazard mitigation Journal of Performance of Constructed Facilities. 12: 100-112. DOI: 10.1061/(Asce)0887-3828(1998)12:3(100) |
0.402 |
|
1997 |
Hassan AF, Sozen MA. Seismic vulnerability assessment of low-rise buildings in regions with infrequent earthquakes Aci Structural Journal. 94: 31-39. DOI: 10.14359/458 |
0.405 |
|
1993 |
Eberhard MO, Sozen MA. Behavior-based method to determine design shear in earthquake-resistant walls Journal of Structural Engineering (United States). 119: 619-640. DOI: 10.1061/(Asce)0733-9445(1993)119:2(619) |
0.453 |
|
1990 |
Bariola J, Sozen MA. Seismic tests of adobe walls Earthquake Spectra. 6: 37-56. DOI: 10.1193/1.1585557 |
0.328 |
|
1989 |
Kreger ME, Sozen MA. Seismic response of imperial county services building in 1979 Journal of Structural Engineering (United States). 115: 3095-3111. DOI: 10.1061/(Asce)0733-9445(1989)115:12(3095) |
0.398 |
|
1983 |
Morrison DG, Hirasawa I, Sozen MA. Lateral-load tests of R/C slab-column connections Journal of Structural Engineering (United States). 109: 2698-2714. DOI: 10.1061/(Asce)0733-9445(1983)109:11(2698) |
0.491 |
|
1979 |
Moehle JP, Sozen MA. EARTHQUAKE SIMULATION TESTS OF REINFORCED CONCRETE WALL-FRAME SYSTEMS Desalination. 564-567. |
0.693 |
|
1979 |
Abdulrahman HO, Sozen MA, Schnobrich WC. ANALYTICAL MODEL FOR SHEAR STRENGTH OF END SLABS OF PRESTRESSED CONCRETE NUCLEAR REACTOR VESSELS Civil Engineering Studies, Structural Research Series (University of Illinois At Urbana-Champaign, Department of Civil Engineering). |
0.307 |
|
1973 |
Karlsson BI, Sozen MA. Prestressed concrete deep slabs with openings Nuclear Engineering and Design. 25: 290-300. DOI: 10.1016/0029-5493(73)90050-2 |
0.422 |
|
1973 |
Atkan AE, Karlsson BI, Sozen MA. STRESS-STRAIN RELATIONSHIPS OF REINFORCING BARS SUBJECTED TO LARGE STRAIN REVERSALS Ill Univ, Civ Eng Stud, Struct Res Ser. |
0.33 |
|
1973 |
Aktan AE, Pecknold DAW, Sozen MA. EFFECTS OF TWO-DIMENSIONAL EARTHQUAKE MOTION ON A REINFORCED CONCRETE COLUMN Ill Univ, Civ Eng Stud, Struct Res Ser. |
0.336 |
|
1972 |
Sozen MA, Seiss CP. INVESTIGATION OF PRESTRESSED REINFORCED CONCRETE FOR HIGHWAY BRIDGES Highw Res Rec. 29-36. |
0.388 |
|
1967 |
Gergely P, Sozen MA. Design Of Anchorage-Zone Reinforcement In Prestressed Concrete Beams Pci Journal. 12: 63-75. DOI: 10.15554/Pcij.04011967.63.75 |
0.379 |
|
1964 |
Magura DD, Sozen MA, Siess CP. A Study of Stress Relaxation in Prestressing Reinforcement Pci Journal. 9: 13-57. DOI: 10.15554/Pcij.04011964.13.57 |
0.501 |
|
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