悦耳 发表于 2025-3-26 22:13:26

http://reply.papertrans.cn/11/1012/101129/101129_31.png

Gourmet 发表于 2025-3-27 02:10:50

Grundwissen Differenzialrechnungd for a specified time period, until beach restoration and sand re-nourishment can be accomplished. In addition to describing the as-built GFRP-RC solution adopted for this project, a brief Life-Cycle Cost Analysis (LCCA) methodology for SR-A1A GFRP-RC Seawall/Bulkhead project is provided with estim

鞭打 发表于 2025-3-27 08:40:38

http://reply.papertrans.cn/11/1012/101129/101129_33.png

勉励 发表于 2025-3-27 12:07:42

http://reply.papertrans.cn/11/1012/101129/101129_34.png

挑剔小责 发表于 2025-3-27 16:15:21

Grundwissen Differenzialrechnungesin to the entire length of the inner diameter of the pipes. The repaired specimens are then loaded to failure via the three-edge-bearing test. Normalised loads and strains are analysed to compare performance between the repaired specimens and a control group. Initial results show hybrid sandwich s

blithe 发表于 2025-3-27 20:14:08

Grundwissen Differenzialrechnung axial load ratio on the lateral load response of two GFRP-reinforced squat walls with an aspect ratio of 1.14. The test results indicated that the axial load has a significant effect on the cracking pattern, failure mode, and lateral load-displacement hysteretic response of the GFRP-reinforced squa

seruting 发表于 2025-3-27 23:35:17

http://reply.papertrans.cn/11/1012/101129/101129_37.png

PIZZA 发表于 2025-3-28 05:07:48

http://reply.papertrans.cn/11/1012/101129/101129_38.png

textile 发表于 2025-3-28 08:20:47

http://reply.papertrans.cn/11/1012/101129/101129_39.png

Vulnerary 发表于 2025-3-28 11:31:16

https://doi.org/10.1007/978-3-658-23747-9ge and provide substantial increases to the beams’ shear capacity; (b) both systems were able to restore the damaged beams’ stiffness to their original values; (c) the mortar-mounted bars were less effective compared to their epoxy-mounted counterparts.
页: 1 2 3 [4] 5 6 7
查看完整版本: Titlebook: 8th International Conference on Advanced Composite Materials in Bridges and Structures; Volume 1 Brahim Benmokrane,Khaled Mohamed,Hamdy Moh