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| 主要論文著作: |
| ◇ 陳以一、周鋒、陳城.（2002）.“寬肢薄腹H形截面鋼柱的滯回性能.” 世界地震工程，Vol.18，No.4. |
| ◇ 陳城、陳以一、周鋒.（2003）.“大寬厚比梯形腹板H型短柱的極限承載力.”工業(yè)建筑，33（11）,55-57. |
| ◇ Zhou F. and Young B. (2005). “Tests of cold-formed stainless steel tubular flexural members.” Thin-walledStructures 43(9), 1325 u2013 1337. (SCI 收錄) |
| ◇ Zhou F. and Young B. (2006). “Cold-formed stainless steel sections subjected to web crippling.” Journal ofStructural Engineering, ASCE 132(1), 134 u2013 144. (SCI 收錄) |
| ◇ Zhou F. and Young B. (2006). “Yield line mechanism analysis on web crippling of cold-formed stainless steeltubular sections under two-flange loading.” Engineering Structures 28(6), 880 u2013 892. (SCI 收錄) |
| ◇ Zhou F. and Young B. (2007). “Cold-formed high strength stainless steel tubular sections subjected to webcrippling.” Journal of Structural Engineering, ASCE 133(3), 368 u2013 377. (SCI 收錄) |
| ◇ Zhou F. and Young B. (2007). “Experimental investigation of cold-formed high strength stainless steeltubular members subjected to combined bending and web crippling.” Journal of Structural Engineering,ASCE133(7), 1027 u2013 1034. (SCI 收錄) |
| ◇ Zhou F. and Young B. (2007). “Experimental and numerical investigations of cold-formed stainless steeltubular sections subjected to concentrated bearing load.” Journal of Constructional Steel Research 63（11）,1452 u2013 1466. (SCI 收錄) |
| ◇ Zhou F. and Young B. (2007). “Design of stainless steel tubular sections subjected to web crippling underone-flange loading.” Progress in Steel Building Structures 9(3), 1 u2013 11. |
| ◇ Zhou F. and Young B. (2008). “Aluminum tubular sections subjected to web crippling u2013 Part I: Tests andfinite element analysis.” Thin-walled Structures 46(4), 339 u2013 351. (SCI 收錄) |
| ◇ Young B. and Zhou F. (2008). “Aluminum tubular sections subjected to web crippling u2013 Part II: Proposeddesign equations.” Thin-walled Structures 46(4), 352 u2013 361. (SCI 收錄) |
| ◇ Zhou F. and Young B. (2008). “Tests of concrete-filled aluminum stub columns.” Thin-walled Structures46(6), 573 u2013 583. (SCI 收錄) |
| ◇ Zhou F. and Young B. (2008). “Web Crippling of cold-formed stainless steel tubular sections.” Advances inStructural Engineering 11(6), 679-691. (SCI 收錄) |
| ◇ Zhou F., Young B. and Zhao X.L. (2009). “Tests and Design of Aluminum Tubular Sections Subjected toConcentrated Bearing Load.” Journal of Structural Engineering, ASCE 135(7), 806 u2013 817. (SCI 收錄) |
| ◇ Zhou F. and Young B. (2009). “Concrete-filled Aluminum Circular Hollow Section Column Tests.” Thin-walledStructures 47(11), 1272-1280. (SCI 收錄) |
| ◇ Zhou F. and Young B. (2010). “Web Crippling of Aluminum Tubes with Perforated Webs.” Engineering Structures32(5), 1397-1410. (SCI收錄) |
| ◇ 羅小龍、周鋒、童樂(lè)為.（2011）.“滾軸支座滾動(dòng)摩擦性能的試驗(yàn)研究.” 結(jié)構(gòu)工程師，Vol.27，No.6，95-99. |
| ◇ Zhou F., and Young B. (2012). “Numerical analysis and design of concrete-filled aluminum circular hollowsection columns” Thin-walled Structures. 50(1), 45-55. (SCI 收錄) |
| ◇ Zhou F., Young B. and Lam H.C. (2012). “Welded Aluminum Alloy Plate Girders Subjected to Shear Force.”International Journal on Advanced Steel Construction 8(1), 71-94. (SCI 收錄) |
| ◇ Zhou F., James B.P.L. and Young B. (2011). “Ultimate compressive strength of cold-formed steel angle strutsloaded through a single bolt.” Advances in Structural Engineering. Accepted. (SCI收錄) |
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