参考文献/References:
[1]AGHDAMY S, WU C Q, GRIFFITH M C. Simulation of retrofitted unreinforced concrete masonry unit walls under blast loading[J]. International Journal of Protective Structures, 2013, 4(1): 21-44.
[2]DAVIDSON J S,FISHER J W, HAMMONS M I, et al. Failure mechanisms of polymer-reinforced concrete masonry walls subjected to blast[J]. Journal of Structural Engineering, 2005,131(8): 1194-1205.
[3]DAVIDSON J S, PORTER J R, DINAN R J, et al. Explosive testing of polymer retrofit masonry walls[J]. Journal of Performance of Constructed Facilities, 2004, 18(2): 100-106.
[4]GATTESCO N, BOEM I. Out-of-plane behavior of reinforced masonry walls: experimental and numerical study[J]. Composites Part B: Engineering, 2017, 128: 39-52.
[5]范俊余,方秦,张亚栋,等.砖墙抗爆性能的数值模拟研究[J].防护工程,2011,33(5):35-40.
FAN J Y, FANG Q, ZHANG Y D, et al. Numerical simulation of the anti-blast properties of masonry walls [J]. Protective Engineering, 2011,33(5):35-40.
[6]郑洪. 聚亚安酯加固砌体填充墙抗爆性能数值模拟[D].长沙:湖南大学,2012.
ZHENG H. Numerical simulation of polyurethane strengthened perforated masonry walls under blast loading [D]. Changsha:Hu’nan University, 2012.
[7]蒲兴富. 弹性体增强混凝土砌体墙爆炸响应的数值分析[D].宁波:宁波大学,2008.
PU X F. Numerical analysis on responses of elastomer-reinforced concrete masonry walls subjected to blast[D]. Ningbo:Ningbo University, 2008.
[8]韩永利,陈洋,陈龙珠.基于LS-DYNA的墙体抗燃气爆炸能力数值分析[J].防灾减灾工程学报,2010,30(3):298-302.
HAN Y L, CHEN Y, CHEN L Z. Simulation on anti-blast ability of masonry wall under gas explosion load based on LS-DYNA[J]. Journal of Disaster Prevention and Mitigation Engineering, 2010, 30(3):298-302.
[9]李效光,谢小妍,陈小聪,等.弧形砖墙弯曲性能的计算机仿真分析及试验研究[J].四川建筑科学研究,2007,33(5):49-52.
LI X G, XIE X Y, CHEN X C, et al. The computer simulation and testing research for flexural properties of arc-shaped brick wall [J]. Sichuan Building Science, 2007,33(5):49-52.
[10]陈力,郑康,祝融,等.CFRP加固砌体填充墙抗燃气爆炸泄爆荷载的优化设计及动力响应[J].天津大学学报(自然科学与工程技术版),2018,51(5):547-553.
CHEN L, ZHENG K, ZHU R, et al. Optimization design and dynamic responses of CFRP reinforced masonry infilled wall subjected to vented gas explosion [J]. Journal of Tianjin University (Science and Technology), 2018,51(5):547-553.
[11]田玉滨,王忠楠,张春巍,等.底框上部砌体结构抗爆性能研究[J].防灾减灾工程学报,2013,33(增刊):5-8,14.
TIAN Y B, WANG Z N, ZHANG C W, et al. Research on anti-explosion performance of masonry buildings with bottom frames under blast loading[J]. Journal of Disaster Prevention and Mitigation Engineering, 2013, 33(Suppl.):5-8,14.
[12]周茗如,王强,郭士刚,等.混凝土板墙加固砖砌体墙抗剪性能的有限元分析[J].四川建筑科学研究,2012,38(2):113-115.
ZHOU M R, WANG Q, GUO S G, et al. Finite element analysis on shearing behavior of brick walls strengthened with concrete wall[J]. Sichuan Building Science, 2012,38(2):113-115.
[13]许三罗,方秦.弹性聚合物和碳纤维布加固的砌体墙抗爆性能的数值分析[J].解放军理工大学学报(自然科学版),2010,11(3):306-311.
XU S L, FANG Q. Numerical analysis on blast-resistant capacity of masonry walls retrofitted with elastomeric polymer and CFRP[J]. Journal of PLA University of Science and Technology (Natural Science Edition), 2010, 11(3):306-311.
[14]中国建筑东北设计研究院有限公司.砌体结构设计规范:GB 50003—2011 [S].北京:中国建筑工业出版社,2011.
China Northeast Architecture Design and Research Institute Co., Ltd. Code for design of masonry structures: GB 50003—2011[S].Beijing:China Architecture & Building Press,2011.
[15]Livermore Software Technology Corporation. LS-DYNA keyword user’s manual version 970 [M]. Livermore: Livermore Software Technology Corporation(LSTC), 2003.
[16]汪维,刘瑞朝,李林,等.不同爆炸距离下单向支撑方形钢筋混凝土板破坏模式数值模拟研究[J].兵工学报,2015,36(增刊1):233-241.
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