Page 78 - 《振动工程学报》2026年第2期
P. 78
394 振 动 工 程 学 报 第 39 卷
Mechanics,2023,74:103508. [35] 李杰,冯德成,任晓丹,等. 混凝土随机损伤本构关系工
[18] LI J, HAI L, XU T Z. Two-scale random field model for 程参数标定与应用 [J]. 同济大学学报(自然科学版),
quasi-brittle materials[J]. Probabilistic Engineering Mechan- 2017,45(8):1099-1107.
ics,2021,66:103154. LI Jie, FENG Decheng, REN Xiaodan, et al. Calibration
[19] HOUSNER G W. Characteristics of strong-motion earth- and application of concrete stochastic damage model[J]. Jour-
quakes[J]. Bulletin of the Seismological Society of America, nal of Tongji University (Natural Science),2017,45(8):
1947,37(1):19-31. 1099-1107.
[20] PHOON K K, HUANG H W, QUEK S T. Simulation of [36] 陈欣,李杰. 混凝土微-细观随机断裂模型参数的识别与标
strongly non-Gaussian processes using Karhunen-Loeve 定 [J]. 土木工程学报,2022,55(11):1-9.
expansion[J]. Probabilistic Engineering Mechanics, 2005, CHEN Xin,LI Jie. Parameter identification and calibration of
20(2):188-198. the mesoscopic stochastic fracture model for concrete[J].
[21] SHINOZUKA M, DEODATIS G. Simulation of stochastic China Civil Engineering Journal,2022,55(11):1-9.
processes by spectral representation[J]. Applied Mechanics [37] VANMARCKE E H. Random Fields:Analysis and Synthe-
Reviews,1991,44(4):191-204. sis[M]. Revised And Expanded New Edition. New Jersey:
[22] CHEN J B, SUN W L, LI J, et al. Stochastic harmonic World Scientific,2010.
function representation of stochastic processes[J]. Journal of [38] CHEN J B,COMERFORD L,PENG Y B,et al. Reduc-
Applied Mechanics,2013,80:011001. tion of random variables in the Stochastic Harmonic Function
[23] 李杰. 随机结构系统——分析与建模 [M]. 北京:科学出版
representation via spectrum-relative dependent random
社,1996.
frequencies[J]. Mechanical Systems and Signal Processing,
[24] WANG D,LI J. Physical random function model of ground
2020,141:106718.
motions for engineering purposes[J]. Science China Techno-
[39] LIU Z J,LIU W,PENG Y B. Random function based spec-
logical Sciences,2011,54(1):175-182.
tral representation of stationary and non-stationary stochastic
[25] 王鼎. 工程随机地震动和地震动场物理模型研究 [D]. 上
processes[J]. Probabilistic Engineering Mechanics, 2016,
海:同济大学,2012.
45:115-126.
WANG Ding. Random function model of seismic ground
[40] CHEN J B,YANG J Y,LI J. A GF-discrepancy for point
motion for engineering purposes[D]. Shanghai: Tongji
selection in stochastic seismic response analysis of structures
University,2012.
with uncertain parameters[J]. Structural Safety, 2016, 59:
[26] 丁艳琼. 工程随机地震动的物理模型研究 [D]. 上海:同济
20-31.
大学,2018.
[41] 李杰. 工程结构可靠性分析原理 [M]. 北京:科学出版社,
DING Yanqiong. Study on physical model of stochastic seis-
2021.
mic ground motions for engineering purpose[D]. Shanghai:
LI Jie. Fundamental of Structural Reliability Analysis[M].
Tongji University,2018.
Beijing:Science Press,2021.
[27] 杨俊毅. 基于概率密度演化理论的钢筋混凝土结构随机地 [42]
震反应及可靠度分析 [D]. 上海:同济大学,2018. CARREÑO R, LOTFIZADEH K H, CONTE J P, et al.
Material model parameters for the Giuffrè-Menegotto-Pinto
YANG Junyi. PDEM-based stochastic seismic response analy-
uniaxial steel stress-strain model[J]. Journal of Structural Engi-
sis and reliability evaluation of reinforced concrete
neering,2020,146(2):04019205.
structures[D]. Shanghai:Tongji University,2018.
[43] 雷燕云,谢旭. 修正的 Giuffre-Menegotto-Pinto 钢筋滞回
[28] LI J,CHEN J B. The principle of preservation of probability
本构模型 [J]. 浙江大学学报(工学版),2018,52(10):
and the generalized density evolution equation[J]. Structural
1926-1934.
Safety,2008,30(1):65-77.
[29] 李杰. 工程结构整体可靠性分析研究进展 [J]. 土木工程学 LEI Yanyun, XIE Xu. Improved method of Giuffre-Mene-
gotto-Pinto hysteretic constitutive model[J]. Journal of
报,2018,51(8):1-10.
Zhejiang University (Engineering Science),2018,52(10):
LI Jie. Advances in global reliability analysis of engineering
structures[J]. China Civil Engineering Journal, 2018, 1926-1934.
[44] 中华人民共和国住房和城乡建设部,国家市场监督管理总
51(8):1-10.
[30] ZHOU H,LI J. Physical synthesis method for global reliabil- 局. 建筑抗震设计规范:GB 50011—2010[S]. 北京:中国建
筑工业出版社,2010.
ity analysis of engineering structures[J]. Mechanical Systems
Ministry of Housing and Urban-Rural Development of the
and Signal Processing,2020,140:106652.
[31] RESENDE L. A damage mechanics constitutive theory for the People’s Republic of China,State Administration for Market
inelastic behaviour of concrete[J]. Computer Methods in Regulation. Code for seismic design of buildings: GB
Applied Mechanics and Engineering,1987,60(1):57-93. 50011 —2010[S]. Beijing: China Architecture & Building
[32] LIU H K,REN X D,LIANG S X,et al. Physical mecha- Press,2010.
nism of concrete damage under compression[J]. Materials, [45] LI J,CHEN J B,FAN W L. The equivalent extreme-value
2019,12(20):3295. event and evaluation of the structural system reliability[J].
[33] BAŽANT Z P,BECQ-GIRAUDON E. Statistical prediction Structural Safety,2007,29(2):112-131.
of fracture parameters of concrete and implications for choice
of testing standard[J]. Cement and Concrete Research,
第一作者:陈 欣(1998—) , 男,博士研究生。
2002,32(4):529-556.
E-mail:chen_xin@tongji.edu.cn
[34] LIU H K, REN X D, LI J. Indentation tests based multi-
通信作者:李 杰(1957—),男,博士,教授。
scale random media modeling of concrete[J]. Construction and
Building Materials,2018,168:209-220. E-mail:lijie@tongji.edu.cn

