姓名：Abdul Ghani Razaqpur(阿卜杜勒·加尼·瑞澤普)職稱職務(wù)：教授
研究領(lǐng)域：生態(tài)材料，低碳零能耗建筑，智慧綠色工程
聯(lián)系電話：022-6533 3199
郵箱：scwe@nankai.edu.cn
研究領(lǐng)域：生態(tài)材料，低碳零能耗建筑，智慧綠色工程
聯(lián)系電話：022-6533 3199
郵箱：scwe@nankai.edu.cn
教育背景
1969-1973 美國 貝魯特大學(xué) 土木工程專業(yè) 獲得學(xué)士學(xué)位
1974-1978 美國 夏威夷大學(xué) 土木工程專業(yè) 獲得碩士學(xué)位
1979-1982 加拿大 卡爾加里大學(xué) 土木工程專業(yè) 獲得博士學(xué)位
1974-1978 美國 夏威夷大學(xué) 土木工程專業(yè) 獲得碩士學(xué)位
1979-1982 加拿大 卡爾加里大學(xué) 土木工程專業(yè) 獲得博士學(xué)位
科研教學(xué)經(jīng)歷
2017.08- 至今 南開大學(xué) 講習(xí)教授
2005-2017 加拿大 麥克馬斯特大學(xué) 終身正教授
2006-2010 加拿大 麥克馬斯特大學(xué) 土木工程學(xué)院 院長
2005-2010 加拿大 麥克馬斯特大學(xué) 結(jié)構(gòu)設(shè)計中心 主任
1999-2002 加拿大 卡爾頓大學(xué) 研究生教學(xué)和研究中心 副院長
1993-1994 加拿大 卡爾頓大學(xué) 土木工程與環(huán)境學(xué)院 院長
1995-2005 加拿大 卡爾頓大學(xué) 教授
1983-1995 加拿大 卡爾頓大學(xué) 副教授
2005-2017 加拿大 麥克馬斯特大學(xué) 終身正教授
2006-2010 加拿大 麥克馬斯特大學(xué) 土木工程學(xué)院 院長
2005-2010 加拿大 麥克馬斯特大學(xué) 結(jié)構(gòu)設(shè)計中心 主任
1999-2002 加拿大 卡爾頓大學(xué) 研究生教學(xué)和研究中心 副院長
1993-1994 加拿大 卡爾頓大學(xué) 土木工程與環(huán)境學(xué)院 院長
1995-2005 加拿大 卡爾頓大學(xué) 教授
1983-1995 加拿大 卡爾頓大學(xué) 副教授
學(xué)術(shù)與社會任職
科研項目
學(xué)術(shù)論著
(*通訊作者)
[1] Oboudi M*, Pietruszczak S, Razaqpur A G.(2016). Description of inherent and induced anisotropy in granular media with particles of high sphericity. International Journal of Geomechanics, 16(4), 04016006.
[2] AG Razaqpur*, OB Isgor, A Esfandiari.2015.Nonlinear finite element analysis of strength and durability of reinforced concrete and composite structures[J]. Challenge Journal of Structural Mechanics.
[3] AG Razaqpur, F Bencardino, L Rizzuti, G Spadea* (2015). Frp reinforced/prestressed concrete members: a torsional design model. Composites Part B Engineering, 79, 144-155.
[4] AG Razaqpur, F Bencardino, L Rizzuti, G Spadea*.(2015). Frp-rc/pc members subjected to combined actions..
[5] Ghani Razaqpur and Ahmed Mostafa*. (2015). C-anchor for strengthening the connection between adhesively bonded laminates and concrete substrates. Technologies, 3(4), 238-258.
[6] Lauren Toikka, Abass Braimah*, Ghani Razaqpur and Simon Foo.(2015). Strain rate effect on development length of steel reinforcement. Journal of Structural Engineering, 2(11), 04015044.
[7] Wang L, Razaqpur G, Xing Y*, Chen G. (2015). Microstructure and rheological properties of aged and unaged polymer-modified asphalt binders. Road Materials & Pavement Design, 16(3), 592-607.
[8] Ascione, F*., Lamberti, M., & Razaqpur, G. (2015). Modifications of standard gfrp sections shape and proportions for improved stiffness and lateral-torsional stability. Composite Structures, 132, 265-289.
[9] Razaqpur, A. G., Bencardino, F., Rizzuti, L., & Spadea, G*. (2015). Frp-rc/pc members subjected to combined actions.
[10] Razaqpur, G., & Mostafa, A*. (2015). C-anchor for strengthening the connection between adhesively bonded laminates and concrete substrates. Technologies, 3(4), 238-258.
[11] Nassr, A. A*., Razaqpur, A. G., Tait, M. J., Campidelli, M., & Foo, S. (2014). Dynamic response of steel columns subjected to blast loading. Journal of Structural Engineering, 140(7), 165-180.
[12] Mostafa, A*., & Razaqpur, A. G. (2013). Cfrp anchor for preventing premature debonding of externally bonded frp laminates from concrete. Journal of Composites for Construction, 17(5), 641-650.
[13] Fathifazl, G*., & Razaqpur, G. (2013). Creep rheological models for recycled aggregate concrete. Aci Materials Journal, 110(2), 115-125.
[14] Nassr, A. A*., Razaqpur, A. G., Tait, M. J., Campidelli, M., & Foo, S. (2013). Strength and stability of steel beam columns under blast load. International Journal of Impact Engineering, 55(5), 34-48.
[15] Razaqpur, A. G., Shedid, M*., & Nofal, M. (2012). Inelastic load distribution in multi-girder composite bridges. Engineering Structures, 44(6), 234-247.
[16] Razaqpur, A.G., Nofal, M., Shedid*,M., & Esfandiari, A. (2012). Nonlinear behaviour of steel–concrete composite bridges: finite element modelling and experimental verification. Canadian Journal of Civil Engineering, 39(39), 191-202.
[17] Razaqpur, A.G., Shedid, M*.& Petrina, D. (2011). Behavior of beams strengthened with novel self-anchored near-surface-mounted cfrp bars. Journal of Composites for Construction, 15(4), 625-634
[18] Fathifazl, G*., Razaqpur, A.G., Isgor, O. B., Abbas, A., Fournier, B., & Foo, S. (2011). Creep and drying shrinkage characteristics of concrete produced with coarse recycled concrete aggregate. Cement & Concrete Composites, 33(10), 1026-1037.
[19] Fathifazl, G*., Razaqpur, A. G., Isgor, O. B., Abbas, A., Fournier, B., & Foo, S. (2011). Shear capacity evaluation of steel reinforced recycled concrete (rrc) beams. Engineering Structures, 33(3), 1025-1033.
[20] Fathifazl, G., Razaqpur, G. A., Isgor, B. O., Abbas, A., Fournier, B., & Foo, S. (2010). Proportioning concrete mixtures with recycled concrete aggregate. Concrete International, 32.
[21] Fathifazl, G*., Abbas, A., Razaqpur, A. G., Isgor, O. B., Fournier, B., & Foo, S. (2009). New mixture proportioning method for concrete made with coarse recycled concrete aggregate. Journal of Materials in Civil Engineering, 21(10), 601-611.
[22] Abbas, A., Fathifazl, G., Isgor, O. B*., Razaqpur, A. G., Fournier, B., & Foo, S. (2009). Durability of recycled aggregate concrete designed with equivalent mortar volume method. Cement & Concrete Composites, 31(8), 555-563.
專利
G. Razaqpur & A. Mostafa, CARBON FIBRE REINFORCED POLYMER (CFRP) ANCHORFOR PREVENTING SEPARATION OF EXTERNALLY BONDED LAMINATES FROM CONCRETE. 2009. 加拿大
[1] Oboudi M*, Pietruszczak S, Razaqpur A G.(2016). Description of inherent and induced anisotropy in granular media with particles of high sphericity. International Journal of Geomechanics, 16(4), 04016006.
[2] AG Razaqpur*, OB Isgor, A Esfandiari.2015.Nonlinear finite element analysis of strength and durability of reinforced concrete and composite structures[J]. Challenge Journal of Structural Mechanics.
[3] AG Razaqpur, F Bencardino, L Rizzuti, G Spadea* (2015). Frp reinforced/prestressed concrete members: a torsional design model. Composites Part B Engineering, 79, 144-155.
[4] AG Razaqpur, F Bencardino, L Rizzuti, G Spadea*.(2015). Frp-rc/pc members subjected to combined actions..
[5] Ghani Razaqpur and Ahmed Mostafa*. (2015). C-anchor for strengthening the connection between adhesively bonded laminates and concrete substrates. Technologies, 3(4), 238-258.
[6] Lauren Toikka, Abass Braimah*, Ghani Razaqpur and Simon Foo.(2015). Strain rate effect on development length of steel reinforcement. Journal of Structural Engineering, 2(11), 04015044.
[7] Wang L, Razaqpur G, Xing Y*, Chen G. (2015). Microstructure and rheological properties of aged and unaged polymer-modified asphalt binders. Road Materials & Pavement Design, 16(3), 592-607.
[8] Ascione, F*., Lamberti, M., & Razaqpur, G. (2015). Modifications of standard gfrp sections shape and proportions for improved stiffness and lateral-torsional stability. Composite Structures, 132, 265-289.
[9] Razaqpur, A. G., Bencardino, F., Rizzuti, L., & Spadea, G*. (2015). Frp-rc/pc members subjected to combined actions.
[10] Razaqpur, G., & Mostafa, A*. (2015). C-anchor for strengthening the connection between adhesively bonded laminates and concrete substrates. Technologies, 3(4), 238-258.
[11] Nassr, A. A*., Razaqpur, A. G., Tait, M. J., Campidelli, M., & Foo, S. (2014). Dynamic response of steel columns subjected to blast loading. Journal of Structural Engineering, 140(7), 165-180.
[12] Mostafa, A*., & Razaqpur, A. G. (2013). Cfrp anchor for preventing premature debonding of externally bonded frp laminates from concrete. Journal of Composites for Construction, 17(5), 641-650.
[13] Fathifazl, G*., & Razaqpur, G. (2013). Creep rheological models for recycled aggregate concrete. Aci Materials Journal, 110(2), 115-125.
[14] Nassr, A. A*., Razaqpur, A. G., Tait, M. J., Campidelli, M., & Foo, S. (2013). Strength and stability of steel beam columns under blast load. International Journal of Impact Engineering, 55(5), 34-48.
[15] Razaqpur, A. G., Shedid, M*., & Nofal, M. (2012). Inelastic load distribution in multi-girder composite bridges. Engineering Structures, 44(6), 234-247.
[16] Razaqpur, A.G., Nofal, M., Shedid*,M., & Esfandiari, A. (2012). Nonlinear behaviour of steel–concrete composite bridges: finite element modelling and experimental verification. Canadian Journal of Civil Engineering, 39(39), 191-202.
[17] Razaqpur, A.G., Shedid, M*.& Petrina, D. (2011). Behavior of beams strengthened with novel self-anchored near-surface-mounted cfrp bars. Journal of Composites for Construction, 15(4), 625-634
[18] Fathifazl, G*., Razaqpur, A.G., Isgor, O. B., Abbas, A., Fournier, B., & Foo, S. (2011). Creep and drying shrinkage characteristics of concrete produced with coarse recycled concrete aggregate. Cement & Concrete Composites, 33(10), 1026-1037.
[19] Fathifazl, G*., Razaqpur, A. G., Isgor, O. B., Abbas, A., Fournier, B., & Foo, S. (2011). Shear capacity evaluation of steel reinforced recycled concrete (rrc) beams. Engineering Structures, 33(3), 1025-1033.
[20] Fathifazl, G., Razaqpur, G. A., Isgor, B. O., Abbas, A., Fournier, B., & Foo, S. (2010). Proportioning concrete mixtures with recycled concrete aggregate. Concrete International, 32.
[21] Fathifazl, G*., Abbas, A., Razaqpur, A. G., Isgor, O. B., Fournier, B., & Foo, S. (2009). New mixture proportioning method for concrete made with coarse recycled concrete aggregate. Journal of Materials in Civil Engineering, 21(10), 601-611.
[22] Abbas, A., Fathifazl, G., Isgor, O. B*., Razaqpur, A. G., Fournier, B., & Foo, S. (2009). Durability of recycled aggregate concrete designed with equivalent mortar volume method. Cement & Concrete Composites, 31(8), 555-563.
專利
G. Razaqpur & A. Mostafa, CARBON FIBRE REINFORCED POLYMER (CFRP) ANCHORFOR PREVENTING SEPARATION OF EXTERNALLY BONDED LAMINATES FROM CONCRETE. 2009. 加拿大
榮譽與獎勵
2015, 獲得加拿大土木工程協(xié)會Leipholz 勛章;
2012, 獲得加拿大土木工程協(xié)會A.B. Sanderson 獎;
2012, 獲得加拿大標(biāo)準(zhǔn)協(xié)會（CSA）突出貢獻獎;
2008, 加拿大工程院 院士;
1994, 獲得卡爾頓大學(xué)杰出科研工作獎。
2012, 獲得加拿大土木工程協(xié)會A.B. Sanderson 獎;
2012, 獲得加拿大標(biāo)準(zhǔn)協(xié)會（CSA）突出貢獻獎;
2008, 加拿大工程院 院士;
1994, 獲得卡爾頓大學(xué)杰出科研工作獎。
