[1]刘伟,王娱,许鹏,等.基于性能的构造柱-芯柱墙体抗震水准研究[J].郑州大学学报(工学版),2013,34(06):90-93,124.[doi:10.3969/j.issn.1671-6833.2013.06.022]
　QIN Dong-chen,PEIDongjie,CHENJiangyi,et al.Powertrain Simulation for CoaxialSeries-Parallel Hybrid Electric VehicleBasedon Advisor[J].Journal of Zhengzhou University (Engineering Science),2013,34(06):90-93,124.[doi:10.3969/j.issn.1671-6833.2013.06.022]
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基于性能的构造柱-芯柱墙体抗震水准研究()
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《郑州大学学报(工学版)》[ISSN:1671-6833/CN:41-1339/T]

卷:
34卷
期数:
2013年06期
页码:
90-93,124
栏目:
出版日期:
2013-12-30

文章信息/Info

Title:
Powertrain Simulation for CoaxialSeries-Parallel Hybrid Electric VehicleBasedon Advisor
作者:
刘伟; 王娱; 许鹏; 等.
郑州大学土木工程学院,河南郑州,450001, 郑州大学综合设计研究院有限公司,河南郑州,450002, 中国地质大学工程学院,湖北武汉,430074
Author(s):
QIN Dong-chen; PEIDong—jie; CHENJiang—yi; LIU Zhu—li
School of Mechanical Engineering，Zhengzhou University，Zhengzhou 450001，China
关键词:
构造柱-芯柱体系砌块墙体;  抗震性能水准;  位移角;  保证率
Keywords:
hybrid electric vehicle; coaxial; series—parallel; simulation; advisor
分类号:
TU 375
DOI:
10.3969/j.issn.1671-6833.2013.06.022
文献标志码:
A
摘要:
为实现构造柱-芯柱体系砌块结构的基于性能的抗震设计,选取构造柱-芯柱体系砌块墙体为研究对象,以位移角作为性能水准的评价指标,根据大量抗震性能试验和数值分析结果,对构造柱-芯柱体系砌块墙体的抗震性能水准进行定量划分,即:充分运行对应于[θ] ＜1/2 049;损伤运行对应于1/2 049≤[θ]＜ 1/323;生命安全对应于1/323≤[θ]＜1/191;接近倒塌对应于[θ]≥1/191.研究成果为震后砌块墙体损伤程度的宏观判定提供了帮助,并为实现砌块结构“多级设防”提供了参考.
Abstract:
Using the coaxial series—parallel hybrid electric vehicle as the object and on the basis of the power train structure analysis，the operating modeand control strategy are introduced．The basic parameters of power components are calculated andthe power train simulation system is established based onthe secondarydevelopment ofAdvisor．Then the simulation of the vehicle dynamicperformance and fuel economy are completed underthe selected urban cycle condition．The resultanalysis ofSOCvalue change and power unit torque rela— tions verifies the feasibility of thepower train and theaccuracy ofthe simulation system，andprovides the tech· nical support for the coaxial series-parallelhybrid electric vehicledevelopment．

参考文献/References:

[1]周宏宇.带构造柱混凝土小型空心砌块承重墙抗震性能的试验研究[ D].北京:北京工业大学土木工程学院,2004.

[2]葛玉琦.蕊柱式构造柱约束墙体抗震性能试验研究[ D].重庆:重庆大学土木工程学院,2010.

更新日期/Last Update: 1900-01-01