Hui-min 2023a - Revision history

Rimni: /* References */

2024-03-21T09:21:53Z

‎References

Huimincao at 09:18, 21 March 2024

2024-03-21T09:18:30Z

Rimni at 08:49, 21 March 2024

2024-03-21T08:49:29Z

Huimincao at 07:42, 21 March 2024

2024-03-21T07:42:52Z

Huimincao at 07:36, 21 March 2024

2024-03-21T07:36:10Z

Huimincao at 07:26, 21 March 2024

2024-03-21T07:26:30Z

Rimni at 13:17, 20 March 2024

2024-03-20T13:17:31Z

Rimni at 13:16, 20 March 2024

2024-03-20T13:16:38Z

Rimni at 13:15, 20 March 2024

2024-03-20T13:15:16Z

Rimni at 13:10, 20 March 2024

2024-03-20T13:10:48Z

@@ Line 687: / Line 687: @@
 [[#citeF-1|[19]]]  Xue G., Bao W.,  Jiang J.,  Shao Y. Hysteretic behavior of beam-to-column joints with cast steel connectors. Shock and Vibration, 2019:1–20, 2019.
 <div id="cite-1"></div>
-[[#citeF-1|[20]]]  Li Z., Xu Y. Analysis of the influence of different axial compression ratios on the hysteresis performance of carbon fiber reinforced steel reinforced concrete filled steel tube columns. In Proceedings of the 8th Shenyang Scientific Academic Annual Conference, 601–606,2011.
+[[#citeF-1|[20]]]  Li Z., Xu Y. Analysis of the influence of different axial compression ratios on the hysteresis performance of carbon fiber reinforced steel reinforced concrete filled steel tube columns. In Proceedings of the 8th Shenyang Scientific Academic Annual Conference, 601–606, 2011.
 <div id="cite-1"></div>
 [[#citeF-1|[21]]]  Lv L., Sun G., Yang W. Influence of axial compression ratio on hysteretic behavior of i-shaped steel tube bundle high strength concrete composite shear wall. Journal of Suzhou University of Science and Technology (Engineering and Technology Edition), 36(1):8–14, 2023.

@@ Line 687: / Line 687: @@
 [[#citeF-1|[19]]]  Xue G., Bao W.,  Jiang J.,  Shao Y. Hysteretic behavior of beam-to-column joints with cast steel connectors. Shock and Vibration, 2019:1–20, 2019.
 <div id="cite-1"></div>
-[[#citeF-1|[20]]]  Li Z., Xu Y. Analysis of the influence of different axial compression ratios on the hysteresis performance of carbon fiber reinforced steel reinforced concrete filled steel tube columns. In Proceedings of the 8th Shenyang Scientific Academic Annual Conference, pages 601–606.
+[[#citeF-1|[20]]]  Li Z., Xu Y. Analysis of the influence of different axial compression ratios on the hysteresis performance of carbon fiber reinforced steel reinforced concrete filled steel tube columns. In Proceedings of the 8th Shenyang Scientific Academic Annual Conference, 601–606,2011.
 <div id="cite-1"></div>
 [[#citeF-1|[21]]]  Lv L., Sun G., Yang W. Influence of axial compression ratio on hysteretic behavior of i-shaped steel tube bundle high strength concrete composite shear wall. Journal of Suzhou University of Science and Technology (Engineering and Technology Edition), 36(1):8–14, 2023.

@@ Line 665: / Line 665: @@
 [[#citeF-1|[8]]]  Mou X., Lv H.,   Li X. Seismic performance of corrugated steel plate composite shear walls with various configurations. Structures, 57, 105133, 2023.
 <div id="cite-1"></div>
-[[#citeF-1|[9]]]  CECS 291:2011 Technical specification for application of corrugated web steel structures[S](in Chinese).Beijing:China publishing Press,2011.
+[[#citeF-1|[9]]]  CECS 291:2011 Technical specification for application of corrugated web steel structures (in Chinese). Beijing, China Publishing Press, 2011.
 <div id="cite-1"></div>
 [[#citeF-1|[10]]]  Ltd. China Institute of Building Standard Design Research Co. Technical specification for steel structures of ligh-tweight buildings with gabled frames GB51022-2015. Technical Specification for Steel Structures of Ligh-tweight Buildings with gabled frames GB51022-2015, 2003.
@@ Line 673: / Line 673: @@
 [[#citeF-1|[12]]]  Shahnewaz M., Dickof C., Tannert T. Experimental investigation of the hysteretic behaviour of single-story single-and coupled-panel CLT shear walls with nailed connections. Engineering Structures, 291, 116443, 2023.
 <div id="cite-1"></div>
-[[#citeF-1|[13]]]  HU Y. Earthquake Engineering[M]( in Chinese). Beijing:Seismological Press,2006.
+[[#citeF-1|[13]]]  Hu Y. Earthquake Engineering (in Chinese). Beijing, Seismological Press, 2006.
 <div id="cite-1"></div>
 [[#citeF-1|[14]]]  Hu Q. Study on the seismic performance of coupling beam in coupled shearwall (in Chinese). PhD Thesis, Hefei University of Technology, 2013.
 <div id="cite-1"></div>
-[[#citeF-1|[15]]]  Han X., Liang Q. Strutural control of coupled shear walls with a stiffening beam [J](in Chinese). Journal of South China University of Technology (Natural Science Edition), 1999 (09): 89-94.
+[[#citeF-1|[15]]]  Han X., Liang Q. Strutural control of coupled shear walls with a stiffening beam (in Chinese). Journal of South China University of Technology (Natural Science Edition), (09):89-94, 1999.
 <div id="cite-1"></div>
 [[#citeF-1|[16]]]  Liang O., Han X. Performance of rigid and ordinary connecting beams under low cycle repeated loading (in Chinese). Journal of South China University of Technology (Natural Sciences), 000(001):27–33, 1995.
@@ Line 688: / Line 688: @@
 <div id="cite-1"></div>
 [[#citeF-1|[20]]]  Li Z., Xu Y. Analysis of the influence of different axial compression ratios on the hysteresis performance of carbon fiber reinforced steel reinforced concrete filled steel tube columns. In Proceedings of the 8th Shenyang Scientific Academic Annual Conference, pages 601–606.
 <div id="cite-1"></div>
 [[#citeF-1|[21]]]  Lv L., Sun G., Yang W. Influence of axial compression ratio on hysteretic behavior of i-shaped steel tube bundle high strength concrete composite shear wall. Journal of Suzhou University of Science and Technology (Engineering and Technology Edition), 36(1):8–14, 2023.

@@ Line 677: / Line 677: @@
 [[#citeF-1|[14]]]  Hu Q. Study on the seismic performance of coupling beam in coupled shearwall (in Chinese). PhD Thesis, Hefei University of Technology, 2013.
 <div id="cite-1"></div>
-[[#citeF-1|[15]]]  Han X., Liang Q. Strutural control of coupled shear walls with a stiffening beam [J](in Chinese). Journal of South China University of Technology (Natural Science Edition), 1999 (09): 89-94
+[[#citeF-1|[15]]]  Han X., Liang Q. Strutural control of coupled shear walls with a stiffening beam [J](in Chinese). Journal of South China University of Technology (Natural Science Edition), 1999 (09): 89-94.
 <div id="cite-1"></div>
 [[#citeF-1|[16]]]  Liang O., Han X. Performance of rigid and ordinary connecting beams under low cycle repeated loading (in Chinese). Journal of South China University of Technology (Natural Sciences), 000(001):27–33, 1995.

@@ Line 665: / Line 665: @@
 [[#citeF-1|[8]]]  Mou X., Lv H.,   Li X. Seismic performance of corrugated steel plate composite shear walls with various configurations. Structures, 57, 105133, 2023.
 <div id="cite-1"></div>
-[[#citeF-1|[9]]]  Technical specification for application of corrugated web steel structures. 291:2011.
+[[#citeF-1|[9]]]  CECS 291:2011 Technical specification for application of corrugated web steel structures[S](in Chinese).Beijing:China publishing Press,2011.
 <div id="cite-1"></div>
 [[#citeF-1|[10]]]  Ltd. China Institute of Building Standard Design Research Co. Technical specification for steel structures of ligh-tweight buildings with gabled frames GB51022-2015. Technical Specification for Steel Structures of Ligh-tweight Buildings with gabled frames GB51022-2015, 2003.
@@ Line 673: / Line 673: @@
 [[#citeF-1|[12]]]  Shahnewaz M., Dickof C., Tannert T. Experimental investigation of the hysteretic behaviour of single-story single-and coupled-panel CLT shear walls with nailed connections. Engineering Structures, 291, 116443, 2023.
 <div id="cite-1"></div>
-[[#citeF-1|[13]]]  Editorial Board of the Encyclopedia of Earthquake Prevention and Disaster Reduction in China (in Chinese). Earthquake Engineering, 2010.
+[[#citeF-1|[13]]]  HU Y. Earthquake Engineering[M]( in Chinese). Beijing:Seismological Press,2006.
 <div id="cite-1"></div>
 [[#citeF-1|[14]]]  Hu Q. Study on the seismic performance of coupling beam in coupled shearwall (in Chinese). PhD Thesis, Hefei University of Technology, 2013.
 <div id="cite-1"></div>
-[[#citeF-1|[15]]]  Han Xiaolei, Liang Qizhi. Strutural control of coupled shear walls with a stiffening beam [J](in Chinese). Journal of South China University of Technology (Natural Science Edition), 1999 (09): 89-94
+[[#citeF-1|[15]]]  Han X., Liang Q. Strutural control of coupled shear walls with a stiffening beam [J](in Chinese). Journal of South China University of Technology (Natural Science Edition), 1999 (09): 89-94
 <div id="cite-1"></div>
 [[#citeF-1|[16]]]  Liang O., Han X. Performance of rigid and ordinary connecting beams under low cycle repeated loading (in Chinese). Journal of South China University of Technology (Natural Sciences), 000(001):27–33, 1995.
@@ Line 687: / Line 687: @@
 [[#citeF-1|[19]]]  Xue G., Bao W.,  Jiang J.,  Shao Y. Hysteretic behavior of beam-to-column joints with cast steel connectors. Shock and Vibration, 2019:1–20, 2019.
 <div id="cite-1"></div>
-[[#citeF-1|[20]]]  Zhang Li and Xu Yafeng. Analysis of the influence of different axial compression ratios on the hysteresis performance of carbon fiber reinforced steel reinforced concrete filled steel tube columns. In Proceedings of the 8th Shenyang Scientific Academic Annual Conference, pages 601–606.
+[[#citeF-1|[20]]]  Li Z., Xu Y. Analysis of the influence of different axial compression ratios on the hysteresis performance of carbon fiber reinforced steel reinforced concrete filled steel tube columns. In Proceedings of the 8th Shenyang Scientific Academic Annual Conference, pages 601–606.
 <div id="cite-1"></div>
 [[#citeF-1|[21]]]  Lv L., Sun G., Yang W. Influence of axial compression ratio on hysteretic behavior of i-shaped steel tube bundle high strength concrete composite shear wall. Journal of Suzhou University of Science and Technology (Engineering and Technology Edition), 36(1):8–14, 2023.

@@ Line 543: / Line 543: @@
 |}
 |-
-| style="background:#efefef;text-align:left;padding:10px;font-size: 85%;"| '''Figure 9'''. Interlayer displacement curves with varying spans<br> and coaxial pressure ratios
+| style="background:#efefef;text-align:left;padding:10px;font-size: 85%;"| '''Figure 9'''. Interlayer displacement curves with varying spans and coaxial pressure ratios
 |}
@@ Line 567: / Line 567: @@
 |style="text-align: center;padding:10px;"| [[Image:Draft_Hui-min_632690981-image55.png|348px]]
 |-
-| style="background:#efefef;text-align:left;padding:10px;font-size: 85%;"| '''Figure 11'''. Deflection and limit values under different spans and axial compression ratios for 9-degree rare earthquakes
+| style="background:#efefef;text-align:left;padding:10px;font-size: 85%;"| '''Figure 11'''. Deflection and limit values under different spans and <br> axial compression ratios for 9-degree rare earthquakes
 |}

@@ Line 61: / Line 61: @@
 {| class="wikitable" style="margin: 1em auto 0.1em auto;border-collapse: collapse;font-size:85%;width:auto;"
 |-style="text-align:center"
-! style="vertical-text:top;text-align:center" |'''Angle (°)''' !! '''Wave length''' <br>'''(mm)'''  !! '''Wave height'''<br>'''(mm)''' !! '''Flange thickness-to- <br>width ratio !! '''Thick-ness''' <br>'''(mm)''' !! '''Wave height'''<br>'''(mm)'''
+! style="vertical-align:top;text-align:center" |'''Angle (°)''' !! '''Wave length''' <br>'''(mm)'''  !! '''Wave height'''<br>'''(mm)''' !! '''Flange thickness-to- <br>width ratio !! '''Thick-ness''' <br>'''(mm)''' !! '''Wave height'''<br>'''(mm)'''
 |-style="text-align:center"
 |  45