首页> 外文期刊>Journal of seismology >An emendation of elastic rebound theory: Main rupture and adjacent belt of right-lateral distortion detected by Viaduct at Kaynash, Turkey 12 November 1999 Duzce Earthquake
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An emendation of elastic rebound theory: Main rupture and adjacent belt of right-lateral distortion detected by Viaduct at Kaynash, Turkey 12 November 1999 Duzce Earthquake

机译:弹性回弹理论的一个改进:1999年11月12日在土耳其Kaynash的高架桥检测到主破裂和右侧变形的相邻带Duzce地震

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The fault trace of the 12 November 1999 earthquake in the Duzce-Bolu region in Anatolia crossed the alignment of a 2.4 km viaduct in Kaynash that had been carefully surveyed. The builders of the viaduct, the ASTALDI-BAYINDIR Co., resurveyed the viaduct after the earthquake. We repeated the survey for approximately one kilometre of the eastern end of the viaduct and obtained essentially identical results. Though it was unfortunate that the earthquake damaged the new structure, the piers did produce a very rare record of ground deformation of an earthquake. In effect, the viaduct was a giant strain gage that yielded reliable data about ground movement and distortion near a fault. This paper describes the survey data and their evaluation leading to convincing evidence that (a) the fault trace must be considered, not as a fault line or plane, but as a fault zone with a finite width and that (b) the structural damage within the zone was caused, not primarily by ground acceleration, but by ground distortion. Along the right-lateral fault at Kaynash, the fault zone consists of right-lateral movement at the main trace, a zone of right-lateral distortion near the trace, bounded by left-lateral distortion. The 12 November 1999 event in Turkey, like the ground deformation and fracturing at Landers, California (Johnson et al., 1994, 1996), thus affirmed a forgotten conclusion from the studies by Lawson (1908), Gilbert and Reid (1910) of the 1906 San Francisco earthquake that earthquake ruptures typically occur throughout zones or belts, rather than along linear traces or planes.
机译:1999年11月12日安纳托利亚Duzce-Bolu地区地震的断层迹线经过了Kaynash的2.4 km高架桥,该高架桥已经过仔细的勘测。高架桥的建造者ASTALDI-BAYINDIR Co.在地震后重新测量了高架桥。我们在高架桥东端大约一公里处重复了该调查,并获得了基本相同的结果。尽管不幸的是,地震破坏了新结构,但码头确实产生了非常罕见的地震地面变形记录。实际上,高架桥是一个巨大的应变计,可提供有关断层附近地面运动和变形的可靠数据。本文描述了调查数据及其评估,从而得出令人信服的证据:(a)必须考虑断层迹线,而不是作为断层线或平面,而应将其视为有限宽度的断层带,以及(b)内的结构破坏该区域不是主要由地面加速度引起的,而是由地面变形引起的。沿着凯纳什(Kaynash)的右侧断层,断层带由主迹线上的右侧运动组成,该迹线附近的右侧变形带受到左侧变形的限制。 1999年11月12日在土耳其发生的事件,例如加利福尼亚州兰德斯市的地面变形和压裂(Johnson等,1994,1996年),因此肯定了Lawson(1908),Gilbert和Reid(1910)对美国的研究得出的结论。 1906年旧金山地震中,地震破裂通常发生在整个区域或地带,而不是沿着线性迹线或平面。

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