{"title":"评估不同预压荷载下带芯联锁砌块墩的横向强度能力","authors":"Syed Mehran Yousaf, Akhtar Gul, Khan Shahzada, Sajjad Wali Khan","doi":"10.1016/j.istruc.2024.107640","DOIUrl":null,"url":null,"abstract":"<div><div>The lateral strength of Cored Interlocking Block Masonry (CIBM) depends on the activation of frictional forces at the interfaces of the bed joints, which is influenced by the axial compression load on the walls. An experimental attempt is made in this paper to assess the influence of precompression axial load on CIBM piers through quasi-static testing procedure. For this purpose, a total of nine (9) CIBM piers were tested experimentally under variable pre-compression loads. The nine CIBM piers were divided into three categories based on variable precompression loading, corresponding to the load of single to three-story buildings. The assessment of structural behavior of CIBM includes damage patterns, lateral strength and stiffness, ultimate story drift, energy dissipation and dampness characteristics. Test results show a substantial enhancement in the lateral load carrying capacity up to 66.58 % by comparing with the lower value of pre-compression load. Compared to low precompression loads, the CIBM piers behaved in a more stable manner at high precompression loading.</div></div>","PeriodicalId":48642,"journal":{"name":"Structures","volume":"70 ","pages":"Article 107640"},"PeriodicalIF":3.9000,"publicationDate":"2024-10-31","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Evaluation of lateral strength capacity of cored interlocking block masonry piers under variable pre-compression loads\",\"authors\":\"Syed Mehran Yousaf, Akhtar Gul, Khan Shahzada, Sajjad Wali Khan\",\"doi\":\"10.1016/j.istruc.2024.107640\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>The lateral strength of Cored Interlocking Block Masonry (CIBM) depends on the activation of frictional forces at the interfaces of the bed joints, which is influenced by the axial compression load on the walls. An experimental attempt is made in this paper to assess the influence of precompression axial load on CIBM piers through quasi-static testing procedure. For this purpose, a total of nine (9) CIBM piers were tested experimentally under variable pre-compression loads. The nine CIBM piers were divided into three categories based on variable precompression loading, corresponding to the load of single to three-story buildings. The assessment of structural behavior of CIBM includes damage patterns, lateral strength and stiffness, ultimate story drift, energy dissipation and dampness characteristics. Test results show a substantial enhancement in the lateral load carrying capacity up to 66.58 % by comparing with the lower value of pre-compression load. Compared to low precompression loads, the CIBM piers behaved in a more stable manner at high precompression loading.</div></div>\",\"PeriodicalId\":48642,\"journal\":{\"name\":\"Structures\",\"volume\":\"70 \",\"pages\":\"Article 107640\"},\"PeriodicalIF\":3.9000,\"publicationDate\":\"2024-10-31\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Structures\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S2352012424017934\",\"RegionNum\":2,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"ENGINEERING, CIVIL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Structures","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S2352012424017934","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
Evaluation of lateral strength capacity of cored interlocking block masonry piers under variable pre-compression loads
The lateral strength of Cored Interlocking Block Masonry (CIBM) depends on the activation of frictional forces at the interfaces of the bed joints, which is influenced by the axial compression load on the walls. An experimental attempt is made in this paper to assess the influence of precompression axial load on CIBM piers through quasi-static testing procedure. For this purpose, a total of nine (9) CIBM piers were tested experimentally under variable pre-compression loads. The nine CIBM piers were divided into three categories based on variable precompression loading, corresponding to the load of single to three-story buildings. The assessment of structural behavior of CIBM includes damage patterns, lateral strength and stiffness, ultimate story drift, energy dissipation and dampness characteristics. Test results show a substantial enhancement in the lateral load carrying capacity up to 66.58 % by comparing with the lower value of pre-compression load. Compared to low precompression loads, the CIBM piers behaved in a more stable manner at high precompression loading.
期刊介绍:
Structures aims to publish internationally-leading research across the full breadth of structural engineering. Papers for Structures are particularly welcome in which high-quality research will benefit from wide readership of academics and practitioners such that not only high citation rates but also tangible industrial-related pathways to impact are achieved.