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| 1 | 竹材力学性能及其在土木工程中应用的研究进展显示文摘近年来,建筑业的可持续发展引起了越来越广泛的关注。竹材具有资源丰富、成材快、材性优良等特点,是一种优质的绿色生态建筑材料。首先对竹材性能的研究进行了调研,分别总结了在测定方法、力学性能变异性和力学模型方面最新的研究成果以及尚待解决的问题;其次,对原竹在土木工程中的研究及应用进行了总结,指出了原竹在工程应用中需要解决的关键技术问题;随后,对工程竹的研究现状进行分析,提出了提高其力学性能和生产工艺的技术途径。本文将为竹材性能和应用研究提供参考,有利于推广竹材这一'绿色生态建筑材料'在土木工程中的广泛应用。 | 陈溪 许清风 Kent A. Harries | 2015 | 结构工程师2015，31，6： | 27 |
| 2 | Disbond detection with piezoelectric wafer active sensors in RC structures strengthened with FRP composite overlays显示文摘The capability of embedded piezoelectric wafer active sensors (PWAS) to perform in-situ nondestructive evaluation (NDE) for structural health monitoring (SHM) of reinforced concrete (RC) structures strengthened with fiber reinforced polymer (FRP) composite overlays is explored. First, the disbond detection method were developed on coupon specimens consisting of concrete blocks covered with an FRP composite layer. It was found that the prescnce of a disbond crack drastically changes the electromecbanical (E/M) impedance spectrum measured at the PWAS terminals. The spectral changes depend on the distance between the PWAS and the crack tip. Second, large scale experiments were conducted on a RC beam strengthened with carbon fiber reinforced polymer (CFRP) composite overlay. The beam was subject to an acccleratcd fatigue load regime in a three-point bending configuration up to a total of807,415 cycles. During these fatigue tests, the CFRP overlay experienced disbonding beginning at about 500,000 cycles. The PWAS were able to detect the disbonding before it could be reliably seen by visual inspection. Good correlation between the PWAS readings and the position and extent of disbond damage was observed. These preliminary results demonstrate the potential of PWAS technology for SHM of RC structures strengthened with FRP composite ovcrlays. | Victor Giurgiutiu Kent Harries Michael Petrou Joel Bost Josh B.Quattlebaum | 2003 | Earthquake Engineering and Engineering Vibration2003，2，2： | 2 |
| 3 | Reporting standards for endovascular aortic aneurysm repair显示文摘 | Elliot L. Chaikof Jan D. Blankensteijn Peter L. Harris Geoffrey H. White Christopher K. Zarins Victor M. Bernhard Jon S. Matsumura James May Frank J. Veith Mark F. Fillinger Robert B. Rutherford K.Craig Kent | 2002 | Journal of Vascular Surgery2002，，： | 2 |
| 4 | Behavior and design of reinforced concrete, steel, and steel-concrete coupling beams显示文摘 | KENT A HARRIES M EERI BINGNIAN GONG BAHRAM M SHAHROOZ | 2000 | Earthquake Spectra2000，16，4： | 1 |
| 5 | Full-scale experimental investigation of repair of reinforced concrete interstate bridge using CFRP materials 显示文摘 | Aidoo John Harries Kent A Petrou Michael F | 2006 | Journal of Bridge Engineering2006，11，3： | 1 |
| 6 | Structural testing of prestressed concrete girders from the lake view drive bridge 显示文摘 | Harries Kent A | 2009 | Journal of Bridge Engineering2009，14，2： | 1 |
| 7 | Seismic response of steel beams coupling concrete walls 显示文摘 | Kent A Harries Denis Mitchell William D Cook | 1993 | Journal of Structural Engineering1993，119，12： | 1 |
| 8 | Behavior and design of reinforced concrete, steel, and steel - concrete coupling beams 显示文摘 | Harries Kent A Gong Bingnian Shahrooz Bahram M | 2000 | Earthquake Spectra2000，16，4： | 1 |
| 9 | Acoustic emission monitoring of CFRP reinforced concrete slabs显示文摘 | Sandeep Degala Piervincenzo Rizzo Karthik Ramanathan Kent A. Harries | 2008 | Construction and Building Materials2008，，5： | 1 |
| 10 | Toward an Improved Understanding of Shear-Friction Behavior显示文摘 | Harries Kent A Zeno Gabriel Shahrooz Bahram | 2012 | EN2012，，6： | 1 |
| 11 | Glucocorticoid-Induced Changes in the Geometry of Osteoclast Resorption Cavities Affect Trabecular Bone Stiffness显示文摘 | Jef Vanderoost Kent S?e Ditte Marie Horslev Merrild Jean-Marie Delaissé G. Harry Lenthe | 2013 | Calcified Tissue International2013，，3： | 1 |
| 12 | Fatigue behavior of RC beams strengthened with GFRP sheets显示文摘 | Papakonstantinou Christos G Petrou Michael F Harries Kent A | 2001 | J Compos for Constr2001，5，4： | 1 |
| 13 | Fatigue behavior of RC beams strengthened with GFRP sheets显示文摘 | Papakonstantinou Christos G Petrou Michael F Harries Kent A | 2001 | Journal of Composites for Construction2001，5，4： | 1 |
| 14 | Fatigue Behavior of RC Beams Strengthened with GFRP Sheets显示文摘 | Christos G Papakonstantinou Michael F Petrou Kent A Harries | 2001 | Journal of Composites for Construction2001，5，4： | 1 |
| 15 | Fatigue Behavior of RC Beams Strengthened with GFRP Sheets 显示文摘 | Christos G Papakonstantinou Michael F Petrou Kent A Harries | 2001 | Journal of Composites for Construction2001，3，2： | 1 |
| 16 | A Unique Experimental Method for Monitoring Aggregate Settlement in Concrete 显示文摘 | Michael F Pctrou Kent A Harries | 2000 | Cement and Concrete Research2000，30，5： | 1 |
| 17 | Prestress losses and flexural behavior of reinforced concrete beams strengthened with post-tensioned CFRP sheets 显示文摘 | Wang W W Dai J G Harries Kent A | 2012 | Journal of Composite for Construction2012，16，2： | 1 |
| 18 | CFRP strengthening of timber beams recovered from a 32 year old quonset: Element and System level testa显示文摘 | Yail J Kim Mozahid Hossain Kent A Harries | 2013 | Engineering structures2013，57，3： | 1 |
| 19 | The problem of free riding in voluntary generic advertising: parallelism and possible solutions from the lab 显示文摘 | KENT D HARRY M WILLIAM D | 2008 | American Journal of Agricultural Economics2008，90，2： | 1 |
| 20 | Behavior and Design of Reinforced Concrete, Steel and Steel - Concrete Coupling Beams 显示文摘 | Kent A Harries Bingnian Gong Bahram M Shahrooz | 2000 | Earthquake Spectra2000，16，4： | 1 |
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