Experimental Study on the Hysteretic Behavior of Replaceable Mild Steel Dissipaters Under Cyclic Tensile–Compression Loading-Reference-Cited by-同舟云学术

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Experimental Study on the Hysteretic Behavior of Replaceable Mild Steel Dissipaters Under Cyclic Tensile–Compression Loading

Published:2024-04-27 Issue:9 Volume:22 Page:1551-1564
ISSN:1735-0522
Container-title:International Journal of Civil Engineering
language:en
Short-container-title:Int J Civ Eng

Author:

Qu Xiushu,Ren Jie,Deng Yuxiang,Liu Bin

Funder

the General Program of Beijing Municipal Education Commission

the Natural Science Foundation of Beijing

the Beijing University of Civil Engineering and Architecture Pyramid Talents Cultivation Project

the Fundamental Research Funds for Beijing University of Civil Engineering and Architecture

Publisher

Springer Science and Business Media LLC

Link

https://link.springer.com/content/pdf/10.1007/s40999-024-00962-5.pdf

Reference25 articles.

1. Nigel Priestley MJ (1991) Overview of PRESSS research program. PCI J 36(4):50–57. https://doi.org/10.15554/pcij.07011991.50.57

2. Nigel Priestley MJ (1996) The PRESSS program current status and proposed plans for phase III. PCI J 41(2):22–40. https://doi.org/10.15554/pcij.03011996.22.40

3. Reyes-Salazar A, Llanes-Tizoc MD, Bojórquez J, Bojórquez E, Lopez-Barraza A, Haldar A (2016) Force reduction factors for steel buildings with welded and post-tensioned connections. Bull Earthq Eng 14:2827–2858. https://doi.org/10.1007/s10518-016-9925-4

4. Reyes-Salazar A, Ruiz SE, Bojorquez E, Bojorquez J, Llanes-Tizoc MD (2016) Seismic response of complex 3D steel buildings with welded and post-tensioned connections. Earthq Struct 11(2):217–243. https://doi.org/10.12989/eas.2016.11.2.217

5. López-Barraza A, Bojorquez E, Ruiz SE, Reyes-Salazar A (2013) Reduction of maximum and residual drifts on post-tensioned steel frames with semirigid connections. Adv Mater Sci Eng 2013:192484. https://doi.org/10.1155/2013/192484

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