At local time 3:36 on August 24, 2016, an Ms6.2 earthquake hit the town of Norcia in Lazio Rieti Province of central Italy. Despite that the earthquake magnitude was not big, some ancient towns were severely damaged. In this paper we revealed the causes of the abnormal damage by analyzing the architectural structure, geological structure, and topographic features in the study area according to monitoring achievements of seismic response of slopes in recent years in association with numerical simulation. Results uncover that terrain amplification effect could give rise to severe seismic disaster in spite of small magnitude and long distance to the epicenter. The poor seismic performance of aged buildings, the shallow seismic focus, the amplification effect of seismic wave induced by isolated topography are key factors resulting in the large number of casualties.
Key words
Ms6.2 earthquake in Norcia, Italy /
abnormal damage /
building structure /
geological condition /
terrain amplification
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References
[1] PERESAN A, COSTA G, PANZA G F, 等. 用CN算法监测意大利的地震活动[J]. 世界地震译丛, 1998,(4): 17-28.
[2] CINTI F R, CUCCI L, MARRA F, 等. 1997年翁布里亚—马尔凯(意大利)地震序列:地面形变与孕震构造的关系[J]. 世界地震译丛, 2003,(6):54-58.
[3] RUSTICHELLI A, TORRIERI S, EMANUELE T, et al. Fracture Characteristics in Cretaceous Platform and Overlying Ramp Carbonates: An Outcrop Study from Maiella Mountain (Central Italy)[J]. Marine and Petroleum Geology, 2016, 76: 68-87.
[4]ACCARIE H,BEAUDOIN B,CUSSEY R,et al.Dynamique Sedimentaire et Structurale au Passage Plateforme/bassin. Les facies Carbonates Cretaces du Massif de la Maiella (Abruzzes, Italie)[J]. Memorie della Societa Geoligica Italiana, 1986, 36: 217-231.
[5] LAVENU A P C, LAMARCHE J, SALARDON R,et al.Relating Background Fractures to Diagenesis and Rock Physical Properties in a Platform-slope Transect. Example of the Maiella Mountain (Central Italy)[J]. Marine and Petroleum Geology, 2014, 51: 2-19.
[6] 祁生文,伍法权,孙 进. 边坡动力响应规律研究[J].中国科学(E辑:技术科学),2003,33(增刊):28-40.
[7] 刘洪兵,朱 晞.地震中地形放大效应的观测和研究进展[J]. 世界地震工程, 1999,(3):20-25.
[8] 罗永红,王运生,何 源,等. “4·20”芦山地震冷竹关地震动响应监测数据分析[J]. 成都理工大学学报(自然科学版), 2013,40(3):232-241.
[9] 黄润秋,王运生,裴向军,等. 4·20芦山Ms7.0级地震地质灾害特征[J]. 西南交通大学学报, 2013,48(4):581-589.
[10]车 伟,罗奇峰. 复杂地形条件下地震波的传播研究[J]. 岩土工程学报, 2008,30(9):1333-1337.
[11]张倬元,王士天,王兰生,等.工程地质分析原理[M]. 北京:地质出版社,2009:181-182.
[12]罗永红,王运生. 汶川地震诱发山地斜坡震动的地形放大效应[J].山地学报,2013,31(2):200-210.
[13]罗永红.地震作用下复杂斜坡响应规律研究[D].成都:成都理工大学,2011.
[14]GB/T 17741—2005,工程场地地震安全性评价[S]. 北京:中国标准出版社,2005.