砖石古塔地震损伤演化的数值模拟
|
摘要
采用显式积分法探讨了砖石古塔的地震破坏机制.应用动力弹塑性分析法表征并求解砖砌体结构破坏的非线性问题,得到古塔在地震作用下产生变形、开裂、压溃等结果的动态过程和破坏形态.结果表明,显式积分法适用于模拟砖石古塔的震损演化过程.
Based on explicit dynamic principle,a new approach on investigation seismic damage mechanism of ancient masonry pagodas has been probed in this paper.And how to present and solve the nonlinearity on seismic damage of masonry structure in the dynamic elastic-plastic analysis have been discussed.The simulating results of the dynamic response and failure pattern(such as deformation,cracking and crushing)of an ancient masonry pagoda show that explicit integral method is applicable to simulate the evolution of the seismic damage of a masonry pagodas.
Based on explicit dynamic principle,a new approach on investigation seismic damage mechanism of ancient masonry pagodas has been probed in this paper.And how to present and solve the nonlinearity on seismic damage of masonry structure in the dynamic elastic-plastic analysis have been discussed.The simulating results of the dynamic response and failure pattern(such as deformation,cracking and crushing)of an ancient masonry pagoda show that explicit integral method is applicable to simulate the evolution of the seismic damage of a masonry pagodas.
引文
[1]ROCCO D,MARCO M,STEFANO P,et al.Monitoring the structural dynamic response of a masonry tower:comparing classical and time-frequency analyses[J].Bull Earthquake Eng,2012,10(4):1221-1235.
[2]MARCO R,ALESSANDRA F,PIETRO M.Non-linear finite element analysis of masonry towers by adopting the damage plasticity constitutive model[J].Adv Struc Eng,2013,16(5):791-803.
[3]CHAVEZ C M,MELI R.Numerical simulation of the seismic response of a Mexican colonial model temple tested in a shaking table[J].Adv Mater Res,2010,133/134:683-688.
[4]CARPINTERI A,INVERNIZZI S,LACIDOGNA G.Numerical evaluation of cracking and crushing in ancient masonry towers[C]//11th International Conference on Fracture.Turin,Italy:International Congress on Fracture,2005,5:3223-3228.
[5]SILVA B,GUEDES J M,ARDE A,et al.Calibration and application of a continuum damage model on the simulation of stone masonry structures:gondar church as a case study[J].Bull Earthquake Eng,2012,10:211-234.
[6]顾祥林,彭斌,黄庆华.结构抗震分析中的计算机仿真技术[J].自然灾害学报,2007,16(2):92-100.
[7]刘海卿,倪镇国,欧进萍.强震作用下砌体结构倒塌过程仿真分析[J].地震工程与工程振动,2008,28(5):38-42.
[8]王达诠,武建华.砌体RVE均质过程的有限元分析[J].重庆大学建筑学学报,2002,24(4):35-39.
[9]袁建力,李胜才,刘大奇,等.砖石古塔抗震鉴定方法的研究与应用[J].扬州大学学报:自然科学版,1999,2(3):54-58.
[10]樊华,胡跃祥,袁建力.中江南塔结构动力特性测试研究[J].扬州大学学报:自然科学版,2013,16(3):57-60.
[2]MARCO R,ALESSANDRA F,PIETRO M.Non-linear finite element analysis of masonry towers by adopting the damage plasticity constitutive model[J].Adv Struc Eng,2013,16(5):791-803.
[3]CHAVEZ C M,MELI R.Numerical simulation of the seismic response of a Mexican colonial model temple tested in a shaking table[J].Adv Mater Res,2010,133/134:683-688.
[4]CARPINTERI A,INVERNIZZI S,LACIDOGNA G.Numerical evaluation of cracking and crushing in ancient masonry towers[C]//11th International Conference on Fracture.Turin,Italy:International Congress on Fracture,2005,5:3223-3228.
[5]SILVA B,GUEDES J M,ARDE A,et al.Calibration and application of a continuum damage model on the simulation of stone masonry structures:gondar church as a case study[J].Bull Earthquake Eng,2012,10:211-234.
[6]顾祥林,彭斌,黄庆华.结构抗震分析中的计算机仿真技术[J].自然灾害学报,2007,16(2):92-100.
[7]刘海卿,倪镇国,欧进萍.强震作用下砌体结构倒塌过程仿真分析[J].地震工程与工程振动,2008,28(5):38-42.
[8]王达诠,武建华.砌体RVE均质过程的有限元分析[J].重庆大学建筑学学报,2002,24(4):35-39.
[9]袁建力,李胜才,刘大奇,等.砖石古塔抗震鉴定方法的研究与应用[J].扬州大学学报:自然科学版,1999,2(3):54-58.
[10]樊华,胡跃祥,袁建力.中江南塔结构动力特性测试研究[J].扬州大学学报:自然科学版,2013,16(3):57-60.
版权所有：© 2023 中国地质图书馆 中国地质调查局地学文献中心