Zobrazeno 1 - 10
of 26
pro vyhledávání: '"Unbonded Length"'
Publikováno v:
Journal of Asian Architecture and Building Engineering, Vol 21, Iss 1, Pp 48-65 (2022)
This paper presents an experimental study on the flexural behavior of reinforced concrete (RC) beams strengthened with prestressed steel wire ropes-polymer mortar composite (PSWR-PM). The effects of reinforcement ratio of steel wire ropes, strengthen
Externí odkaz:
https://doaj.org/article/43dbb9c3c4da440db602fd8fe52ef5e1
Autor:
Chong-fang Sun, Shu-ting Liang, Xiao-jun Zhu, Hu Li, Jian-min Guo, Gang Li, Ya-min Song, Dong-yue Wu
Publikováno v:
International Journal of Concrete Structures and Materials, Vol 14, Iss 1, Pp 1-16 (2020)
Abstract This paper reports the results of a seismic performance study of a precast shear wall with a new horizontal connection. The new connection is the rabbet-unbonded horizontal connection, which is composed of rabbets and unbonded rebar segments
Externí odkaz:
https://doaj.org/article/dcda65e469b84451bc3fc62db6e27e6e
Akademický článek
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Publikováno v:
International Journal of Concrete Structures and Materials, Vol 11, Iss 2, Pp 229-245 (2017)
Abstract Post-earthquake observations revealed that seismic performance of beam-column connections in precast concrete structures affect the overall response extensively. Seismic design of precast reinforced concrete structures requires improved beam
Externí odkaz:
https://doaj.org/article/3a0b052451874249a4a924f7315be03f
Autor:
Hauff, Derek Allen Johnson
This paper details the research analyzing the effects of monotonic and cyclic loading on beam-end specimens with corrosion. The test consisted of 44 beam-end specimens tested in a vertical setup with a 55-kip actuator. Each step of the experimental p
Autor:
Shuting Liang, Xiaojun Zhu, Jian-min Guo, Yamin Song, Li Hu, Dongyue Wu, Gang Li, Sun Chongfang
Publikováno v:
International Journal of Concrete Structures and Materials, Vol 14, Iss 1, Pp 1-16 (2020)
This paper reports the results of a seismic performance study of a precast shear wall with a new horizontal connection. The new connection is the rabbet-unbonded horizontal connection, which is composed of rabbets and unbonded rebar segments. The rab
Akademický článek
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Autor:
Hakki O. Ozhan, Erol Guler
Publikováno v:
International Journal of Civil Engineering. 16:1329-1340
Guler, Erol/0000-0002-3492-387X; WOS:000445635700006 In this study, pullout performance tests were conducted on five prestressed ground anchors having different tendon bond and unbonded lengths. The tendon bond lengths of the tested anchors varied fr
Akademický článek
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Publikováno v:
International Journal of Concrete Structures and Materials, Vol 11, Iss 2, Pp 229-245 (2017)
Post-earthquake observations revealed that seismic performance of beam-column connections in precast concrete structures affect the overall response extensively. Seismic design of precast reinforced concrete structures requires improved beam-column c
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::a8aebb6472c9f82f86261aa9626d2baa
https://avesis.deu.edu.tr/publication/details/f6979161-e6cd-4d53-be42-3eb076b3047c/oai
https://avesis.deu.edu.tr/publication/details/f6979161-e6cd-4d53-be42-3eb076b3047c/oai