Citation: | PAN Yi, WANG Zhongkai, QU Zhe, ZHAO Chongjin. Seismic Performance of Owner-Built RC Frame Structures in Nepal[J]. Journal of Southwest Jiaotong University, 2019, 54(2): 304-312. doi: 10.3969/j.issn.0258-2724.20170755 |
周炳章. 砌体结构抗震的新发展[J]. 建筑结构,2002,32(5): 69-72.
ZHOU Bingzhang. Recent seismic development of masonry structure[J]. Building Structure, 2002, 32(5): 69-72.
|
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. doi: 10.3321/j.issn:1000-6869.2008.04.003
WANG Yayong. Lessons learnt from building damages in the Wenchuan earthquake-seismic concept design of buildings[J]. Journal of Building Structures, 2008, 29(4): 20-25. doi: 10.3321/j.issn:1000-6869.2008.04.003
|
曲哲,钟江荣,孙景江. 芦山7.0级地震砌体结构的震害特征[J]. 地震工程与工程振动,2013,33(3): 27-35.
QU Zhe, ZHONG Jiangrong, SUN Jingjiang. Seismic damage to masonry structures in Ms7.0 Lushan earthquake[J]. Engineering and Engineering Dynamics, 2013, 33(3): 27-35.
|
清华大学土木工程结构专家组,西南交通大学土木工程结构专家组,北京交通大学土木工程结构专家组. 汶川地震建筑震害分析[J]. 建筑结构学报,2008,29(4): 1-9. doi: 10.3321/j.issn:1000-6869.2008.04.001
Civil and Structural Groups of Tsinghua University, Xinan Jiaotong University, Beijing Jiaotong University. Analysis on seismic damage of buildings in the Wenchuan earthquake[J]. Journal of Building Structures, 2008, 29(4): 1-9. doi: 10.3321/j.issn:1000-6869.2008.04.001
|
闫培雷,孙柏涛,王明振. 芦山7.0级地震芦阳镇的建筑物震害[J]. 土木工程学报,2014,47(11): 39-44.
YAN Peilei, SUN Baitao, WANG Mingzhen. Seismic damage of building structures in Luyang Town during Lushan earthquake with a magnitude of 7.0[J]. China Civil Engineering Journal, 2014, 47(11): 39-44.
|
ARMAND V D R, JAMES D. Deadly Nepal Gorkha/Kodari earthquakes -8, 902 people dead +250 missing & list of names[EB/OL]. (2015-5-31)[2015-5-26] . http://earthquake-report.com/2015/04/25/massive-earthquake-nepal-on-april-25-2015/
|
潘毅,王晓玥,许浒,等. 脉冲型地震动作用下尼泊尔砖木遗产建筑易损性分析[J]. 西南交通大学学报,2017,52(6): 1156-1163. doi: 10.3969/j.issn.0258-2724.2017.06.016
PAN Yi, WANG Xiaoyue, XU Hu, et al. Seismic fragility analysis of Nepalese brick-timber heritage structures under near-fault pulse-like ground motions[J]. Journal of Southwest Jiaotong University, 2017, 52(6): 1156-1163. doi: 10.3969/j.issn.0258-2724.2017.06.016
|
CHAULAGAIN H, RODRIGUES H, SILVA V, et al. Earthquake loss estimation for the Kathmandu Valley[J]. Bulletin of Earthquake Engineering, 2016, 14(1): 59-88. doi: 10.1007/s10518-015-9811-5
|
CHAULAGAIN H, RODRIGUES H, JARA J, et al. Seismic response of current RC buildings in Nepal:a comparative analysis of different design/construction[J]. Engineering Structures, 2013, 49(4): 284-294.
|
CHAULAGAIN H, RODRIGUES H, SPACONE E, et al. Response reduction factor of irregular RC buildings in Kathmandu valley[J]. Earthquake Engineering and Engineering Vibration, 2014, 13(3): 455-470. doi: 10.1007/s11803-014-0255-8
|
CHAULAGAIN H, RODRIGUES H, SPACONE E, et al. Design procedures of reinforced concrete framed buildings in Nepal and its impact on seismic safety[J]. Advances in Structural Engineering, 2014, 17(10): 1419-1442. doi: 10.1260/1369-4332.17.10.1419
|
潘毅,王忠凯,时胜杰,等. 尼泊尔8.1级地震加德满都-樟木沿线民居震害调查与分析[J]. 湖南大学学报 (自然科学版),2017,44(3): 35-44.
PAN Yi, WANG Zhongkai, SHI Shengjie, et al. Investigation and analysis on seismic damage of residential buildings along the highway from Kathmandu to Zhangmu in Ms8.1 Gorkha earthquake[J]. Journal of Hunan University (Natural Sciences), 2017, 44(3): 35-44.
|
曲哲,杨永强. 尼泊尔自建民居在2015年地震序列中的震害[J]. 地震工程与工程振动,2015,35(4): 51-59.
QU Zhe, YANG yongqiang. Seismic damages to owner-built dwellings in the 2015 earthquake sequence in Nepal[J]. Engineering and Engineering Dynamics, 2015, 35(4): 51-59.
|
Ministry of Urban Development. Nepal national building code: NBC-205: 2012[S]. Kathmandu: Department of Urban Development and Building Construction, 2012
|
中华人民共和国住房和城乡建设部. 砌体结构设计规范: GB 50003—2011[S]. 北京: 中国建筑工业出版社, 2011
|
张昊宇,王涛,林旭川,等. 尼泊尔8.1级地震钢筋混凝土框架典型震害及讨论[J]. 工程力学,2016,33(9): 59-68.
ZHANG Haoyu, WANG Tao, LIN Xuchuan, et al. Seismic damage of RC frame in Nepal Ms8.1 earthquake[J]. Engineering Mechanics, 2016, 33(9): 59-68.
|
中国人民共和国建设部. 混凝土结构设计规范: GB 50010—2010[S]. 北京: 中国建筑工业出版社, 2010
|
CHAULAGAIN H, RODRIGUES H, SPACONE E, et al. Seismic response of current RC buildings in Kathmandu Valley[J]. Structural Engineering and Mechanics, 2015, 53(4): 791-818. doi: 10.12989/sem.2015.53.4.791
|
郑妮娜,李英民,潘毅. 芯柱式构造柱约束的低层砌体结构抗震性能[J]. 西南交通大学学报,2011,46(1): 24-29. doi: 10.3969/j.issn.0258-2724.2011.01.004
ZHENG Nina, LI Yingmin, PAN Yi. Seismic behavior of low masonry structure with core-tie-columns[J]. Journal of Southwest Jiaotong University, 2011, 46(1): 24-29. doi: 10.3969/j.issn.0258-2724.2011.01.004
|
杨卫忠. 砌体受压本构关系模型[J]. 建筑结构,2008,38(10): 80-82.
YANG Weizhong. Constitutive relationship model for masonry materials in compression[J]. Building Structure, 2008, 38(10): 80-82.
|
FEMA274. NEHRP Commentary on the guidelines for the rehabilitation of building[R]. Washington D. C.: Federal Emergency Management Agency, 1996
|
冯鹏,强翰林,叶列平. 材料、构件、结构的" 屈服点”定义与讨论[J]. 工程力学,2017,34(3): 36-46.
FENG Peng, QIANG Hanlin, YE Lieping. Discussion and definition on yield points of materials,members and structures[J]. Engineering Mechanics, 2017, 34(3): 36-46.
|
李英民,郑妮娜,夏洪流,等. 芯柱式构造柱约束墙体抗震变形能力试验研究[J]. 土木建筑与环境工程,2010,32(4): 1-6.
LI Yingmin, ZHENG Nina, XIA Hongliu, et al. Pseudo-static test study on seismic deformation behavior of masonry wall constrained by core-tie-columns[J]. Journal of Civil Architectural & Environmental Engineering, 2010, 32(4): 1-6.
|
林世镔,谢礼立. 基于能力谱的建筑物抗震能力研究——以汶川地震两栋钢筋混凝土框架结构抗震能力分析为例[J]. 土木工程学报,2012,45(5): 31-40.
LIN Shibin, XIE Lili. A study of seismic capacity of building based on capacity spectrum—Case studies on seismic capacity analysis of two RC frame structures in the Wenchuan earthquake[J]. China Civil Engineering Journal, 2012, 45(5): 31-40.
|