由多层砖房墙体震害估计1988年灵武5.5级地震的峰值加速度和烈度
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THE INTENSITY AND PGA OF JAN. 4, 1988 LINGWU EARTHQUAKE(Ms=5.5), NINGXIA ESTIMATED BY DAMAGE OF MULTI-STORY BRICK BUILDING
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    摘要:

    本文根据中国抗震规范(TJ11-78)和多次地震的多层砖房震害统计资料,用建筑力学方法推导出估计地震动峰值的公式。结合1988年灵武5.5级地震的多层砖房震害,根据计算的墙体抗震强度系数估算了这次地震的地面峰值加速度为0.158(g),相当于烈度7度半。

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    In this paper, using Chinese aseismic code (TJLL-78) and statistical information about earthquake damage of multi-story brick building, according to the structure mechanics method, we get formula about assessment PGA. Having investigated, the damage of multi-story brick building of Jan. 4, 1988 Lingwu earthquake, Ningxia, we give PGA and intensity of this earthquake by calculating the coefficient of wall aseismic strength.

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丁伯阳,徐善华.由多层砖房墙体震害估计1988年灵武5.5级地震的峰值加速度和烈度[J].地震工程学报,1990,12(2):59-64. Ding Boyang, Xu Shanhua. THE INTENSITY AND PGA OF JAN. 4, 1988 LINGWU EARTHQUAKE(Ms=5.5), NINGXIA ESTIMATED BY DAMAGE OF MULTI-STORY BRICK BUILDING[J]. China Earthquake Engineering Journal,1990,12(2):59-64.

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  • 收稿日期:1988-12-06
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  • 在线发布日期: 2017-07-04