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130篇 您的检索式:作者名="HOLLAWAY L C"
    题名 作者 年代 出处 被引量
1一种快速FRP加固钢结构的新技术显示文摘介绍一种新的FRP加固钢结构技术。这种技术采用柔性的FRP预浸板(包括两种不同模量的CFRP预浸板和一种GFRP预浸板)和薄膜胶,可以在几个小时之内完成对结构的加固和养护。首先对几种典型的FRP板(由预浸板叠合而成)和薄膜胶进行双盖板搭接节点的拉伸试验,结果表明使用这种新技术可以在FRP板与钢材之间形成良好的界面黏结强度。接着,介绍两种FRP板加固钢梁的受弯性能试验研究,结果同样表明这种加固技术的良好性能。最后,考虑实际情况,还对养护期间的持续振动荷载对加固钢梁抗弯性能的影响进行了研究。研究表明,这种快速FRP加固技术能对钢结构进行快速而有效的加固,具有良好的应用前景。张磊 滕锦光 Hollaway L C 张世顺 2008土木工程学报2008,41,10:12
2The Flexural Rehabilitation of Reinforced Concrete Beams by the Use of Prestressed Advanced Composite Plates 显示文摘QUANTRILL R J HOLLAWAY L C 1998Composites Science and Technology1998,58,8:1
3An experimental study of the anchorage length of carbon fibre composite plates used to strengthen reinforced concrete beams显示文摘Garden H N Quantrill R J Hollaway L C 1998Construction and Building Materials1998,12,4:1
4Progress in the technique of upgrading metallic structures with advanced polymer composites显示文摘Hollaway L C Cadei J 2002Progress in Structural Engineering and Materials2002,4,2:1
5An Experimental Study of the Failure Modes of Reinforced Concrete Beams Strengthened with Prestressed Carbon Composite Plates显示文摘Garden H N Hollaway L C 1998Composites Part B1998,29,:1
6The flexural rehabilitation of reinforced concrete beams by the use of prestressed advanced composite plates显示文摘Quantrill R J Hollaway L C 1998Composites Science and Technology1998,58,8:1
7The flexural rehabilitation of reinforced concrete beams by the use of prestressed advanced composite plates 显示文摘Quanrill R J Hollaway L C 1998Composites Science and Technology1998,58,2:1
8The Flexural Rehabiiitation of Reinforced Concrete Beams by the Use of Prestressed Advanced Composite Plates显示文摘Quantrill R J Hollaway L C 1998Composite Science and Technology1998,58,:1
9An experimental study of the failure modes of reinforced concrete beams strengthened with prestressed carbon composite plates 显示文摘Garden H N Hollaway L C 1998Composites Part B1998,29,:1
10Anexperimental study of the anchorage length of carbon fibre composite plates used to strengthen reinforced concrete beams显示文摘GARDEN H N QUANTRILL R J HOLLAWAY L C 1998Construction and Building Materials1998,12,4:1
11Progress in the technique of upgrading metallic structures with advanced polymer composites 显示文摘Hollaway L C Cadei J 2002Progress in Structural Engineering and Materials2002,4,:1
12Predictions of the maximum plate end stresses of FRP strengthened beams:Part Ⅱ 显示文摘R J Quantrill L C Hollaway A M Thorne 1996Magazine of Concrete Research1996,48,177:1
13The flexural rehabilitation of reinforced concrete beams by the use of prestressed advanced composite plates 显示文摘Quantrill R J Hollaway L C 1998Composites Science and Technology1998,58,8:1
14An experimental study of the failure modes of reinforced concrete beams strengthened with prestressed carbon composites plates显示文摘Garden H N Hollaway L C 1998Composites:Part B1998,29,:1
15The flexural rehabilitation of reinforced concrete beams by the use of prestressed ad- vanced composite plates 显示文摘Quantrill R J Hollaway L C 1998Composite Science and Tech- nology1998,58,8:1
16A review of the present and future utilisa- tion of FRP composites in the civil infrastructure with reference to their important in-service properties 显示文摘Hollaway L C 2010Construction and Building Materials2010,24,:1
17An experimental study of the failure modes of reinforced concrete beams strengthened with prestressed carbon composite plates 显示文摘Garden H N Hollaway L C 1998Composites1998,29,:1
18A review of the present and future utilisation of FRP composites in the civil infrastructure with reference to their important in-service properties 显示文摘Hollaway L C 2010Construction and Building Materials2010,,24:1
19An experimental study of the influence of plate end anchorage of carbon fiber composite plates used to strengthen reinforced concrete beams显示文摘H N GARDENT HOLLAWAY L C 1998Composite Structures1998,42,:1
20A Review of the Present and Future Utilization of FRP Composites in the Civil Infrastructure with Reference to Their Important In - service Properties 显示文摘HOLLAWAY L C 2010Construction and Building Materials2010,24,:1
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