Effects of In-Plane Damage of infill Walls on Their Out-of-Plane Bearing Capacity Reduction Factors

JIN Wei; ZHAI Changhai; LIU Wen

doi:10.3724/j.gyjzG23121430

Volume 54 Issue 2

Feb. 2024

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JIN Wei, ZHAI Changhai, LIU Wen. Effects of In-Plane Damage of infill Walls on Their Out-of-Plane Bearing Capacity Reduction Factors[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(2): 117-127. doi: 10.3724/j.gyjzG23121430

Citation:

JIN Wei, ZHAI Changhai, LIU Wen. Effects of In-Plane Damage of infill Walls on Their Out-of-Plane Bearing Capacity Reduction Factors[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(2): 117-127. doi: 10.3724/j.gyjzG23121430

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Effects of In-Plane Damage of infill Walls on Their Out-of-Plane Bearing Capacity Reduction Factors

doi: 10.3724/j.gyjzG23121430

School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, China

Received Date: 2023-12-14
Available Online: 2024-04-23

Abstract

Abstract

Infill walls are commonly subjected to bidirectional seismic actions in actual seismic events. A robust interaction prevails between the in-plane and out-of-plane seismic performance of infill walls, where in-plane damage often diminishes the out-of-plane bearing capacity of infill walls. A finite element model for RC frames with infill walls was established and validated against experimental data, and extensively employed in numerical analysis. The objective was to delve into the seismic performance of masonry infill walls under bidirectional loading, considering the effects of loading modes, aspect ratio, slenderness ratio, and block compressive strength on the out-of-plane bearing capacity of infill walls with prior in-plane damage. Based on experimental data and parameter analysis, a formula for predicting out-of-plane bearing capacity reduction factors of masonry infill walls with prior in-plane damage was proposed. A new comprehensive geometric parameter was introduced considering the mechanism of out-of-plane load transfer for infill walls. The new formula exhibited a superior fit with experimental data compared to existing equations.
- infill wall,
- in-plane and out-of-plane,
- interaction,
- finite element,
- bearing capacity reduction factor

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References(35)

References

[1]	王亚勇.汶川地震建筑震害启示:抗震概念设计[J].建筑结构学报, 2008, 29(4):20-25.
[2]	SHING P B, MEHRABI A B. Behaviour and analysis of masonry-infilled frames[J]. Progress in Structural Engineering and Materials, 2002, 4(3):320-331.
[3]	ANGEL R, ABRAMS D, SHAPIRO D, et al. Behavior of reinforced concrete frames with masonry infills[R]. Urbana:College of Engineering, University of Illinois at Urbana-Champaign, 1994.
[4]	JIN W, ZHAI C, ZHANG M, et al. Experimental investigation on the in-plane and out-of-plane interaction of isolated infills in RC frames[J]. Engineering Structures, 2023, 293:116569.
[5]	CALVI G M, BOLOGNINI D. Seismic response of reinforced concrete frames infilled with weakly reinforced masonry panels[J]. Journal of Earthquake Engineering, 2001, 5(2):153-185.
[6]	BUTENWEG C, MARINKOVIC'M, SALATIC'R. Experimental results of reinforced concrete frames with masonry infills under combined quasi-static in-plane and out-of-plane seismic loading[J]. Bulletin of Earthquake Engineering, 2019, 17(6):3397-3422.
[7]	RICCI P, DI DOMENICO M, VERDERAME G M. Experimental assessment of the in-plane/out-of-plane interaction in unreinforced masonry infill walls[J]. Engineering Structures, 2018, 173:960-978.
[8]	RICCI P, DI DOMENICO M, VERDERAME G M. Experimental investigation of the influence of slenderness ratio and of the in-plane/out-of-plane interaction on the out-of-plane strength of URM infill walls[J]. Construction and Building Materials, 2018, 191:507-522.
[9]	DE RISI M T, DI DOMENICO M, RICCI P, et al. Experimental investigation on the influence of the aspect ratio on the in-plane/out-of-plane interaction for masonry infills in RC frames[J]. Engineering Structures, 2019, 189:523-540.
[10]	MILIJAŠ A, MARINKOVIC'M, BUTENWEG C, et al. Experimental results of reinforced concrete frames with masonry infills with and without openings under combined quasi-static in-plane and out-of-plane seismic loading[J]. Bulletin of Earthquake Engineering, 2023, 21(7):3537-3579.
[11]	KOMARANENI S, RAI D C, SINGHAL V. Seismic behavior of framed masonry panels with prior damage when subjected to out-of-plane loading[J]. Earthquake Spectra, 2011, 27(4):1077-1103.
[12]	FURTADO A, RODRIGUES H, ARÊDE A, et al. Experimental evaluation of out-of-plane capacity of masonry infill walls[J]. Engineering Structures, 2016, 111:48-63.
[13]	HAK S, MORANDI P, MAGENES G. Out-of-plane experimental response of strong masonry infills[C]//Second European Conference on Earthquake Engineering and Seismology. Istanbul:2014:1-12.
[14]	DA PORTO F, GUIDI G, DALLA BENETTA M, et al. Combined in-plane/out-of-plane experimental behaviour of reinforced and strengthened infill masonry walls[C]//12th Canadian Masonry Symposium. Vancouver:2013:1-11.
[15]	丁俊男.新型柔性连接开洞填充墙RC框架结构[D].哈尔滨:东北林农业大学, 2022.
[16]	王卓鑫.新型柔性框架填充墙抗震性能试验与地震易损性分析[D].哈尔滨:中国地震局工程力学研究所, 2022.
[17]	杨寒.带水平滑移层填充墙面内外耦合作用下的平面外稳定性研究[D].成都:西南交通大学, 2019.
[18]	周晓洁,陈康,陈昌恽,等.经历平面外损伤的柔性连接填充墙框架结构平面内抗震性能试验研究[J].建筑结构, 2023, 53(11):103-109.
[19]	NASIRI E, LIU Y. Effect of prior in-plane damage on the out-of-plane performance of concrete masonry infills[J]. Engineering Structures, 2020, 222:111149.
[20]	MORANDI P, HAK S, MAGENES G. Simplified out-of-plane resistance verification for slender clay masonry infills in RC frames[C]//2nd European conference on earthquake engineering and seismology. Istanbul:2014:1-10.
[21]	AKHOUNDI F, VASCONCELOS G, LOURENÇO P. Experimental out-of-plane behavior of brick masonry infilled frames[J]. International Journal of Architectural Heritage, 2020, 14(2):221-237.
[22]	FURTADO A, RODRIGUES H, ARÊDE A, et al. Out-of-plane behavior of masonry infilled RC frames based on the experimental tests available:a systematic review[J]. Construction and Building Materials, 2018, 168:831-848.
[23]	New Zealand Society for Earthquake Engineering (NZSEE). The seismic assessment of existing buildings (the guidelines), part C:detailed seismic assessment[S]. Wellington:the Ministry of Business, Innovation and Employment, 2017.
[24]	KADYSIEWSKI S, MOSALAM K M. Modeling of unreinforced masonry infill walls considering in-plane and out-of-plane interaction[R]. Berkeley:Pacific Earthquake Engineering Center, 2009.
[25]	FURTADO A, RODRIGUES H, ARÊDE A, et al. Simplified macro-model for infill masonry walls considering the out-of-plane behaviour[J]. Earthquake Engineering&Structural Dynamics, 2016(45):507-524.
[26]	崔亮,孔璟常,曲淑英.双向地震作用下填充墙框架结构反应分析[J].防灾科技学院学报, 2022, 24(1):13-22.
[27]	WANG X, SU Y, KONG J, et al. The over-strength coefficient of masonry-infilled RC frame structures under bidirectional ground motions[J]. Buildings, 2022, 12(9):1290.
[28]	MOHYEDDIN A, GOLDSWORTHY H M, GAD E F. FE modelling of RC frames with masonry infill panels under in-plane and out-of-plane loading[J]. Engineering Structures, 2013, 51:73-87.
[29]	YUEN Y P, KUANG J S. Masonry-infilled rc frames subjected to combined in-plane and out-of-plane loading[J]. International Journal of Structural Stability and Dynamics, 2014, 14(2):1350066.
[30]	YUEN T Y P, KUANG J S, ALI B S M. Assessing the effect of bi-directional loading on nonlinear static and dynamic behaviour of masonry-infilled frames with openings[J]. Bulletin of Earthquake Engineering, 2016, 14(6):1721-1755.
[31]	CAVALERI L, ZIZZO M, ASTERIS P G. Residual out-of-plane capacity of infills damaged by in-plane cyclic loads[J]. Engineering Structures, 2020, 209:109957.
[32]	WANG X, ZHAO W, KONG J, et al. Numerical investigation on the influence of in-plane damage on the out-of-plane behavior of masonry infill walls[J]. Advances in Civil Engineering, 2020, 2020:1-16.
[33]	王卓鑫,熊立红,张世亮.基于滑楔连接的新型填充墙设计与抗震性能数值模拟[J].地震工程与工程振动, 2022, 42(1):231-242.
[34]	ABAQUS. User's Manual, Version 6.12[M]. Pawtucket:Dassaults Systemes Inc, 2012.
[35]	JIN W, ZHAI C, KONG J, et al. In-plane and out-of-plane quasi-static tests on RC frames with a new type of frame-isolated infills[J]. Engineering Structures, 2021, 246:113079.