A note on peak accelerations computed from sliding of objects during the 1969 Banja Luka earthquakes in former Yugoslavia

Manic M. I.; Bulajic B. D.; Trifunac M. D.

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A note on peak accelerations computed from sliding of objects during the 1969 Banja Luka earthquakes in former Yugoslavia

机译：关于由前南斯拉夫1969年巴尼亚卢卡地震中物体滑动计算出的峰值加速度的注释

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Peak ground accelerations, computed from sliding of objects during the 1969 Banja Luka earthquakes in Bosnia and Herzegovina (former Yugoslavia) are computed assuming that the ground motion consists of simple rectangular or sinusoidal pulses. The results show good agreement with observed macroseismic estimates of shaking based on the Mercalli-Cancani-Sieberg (MCS) intensity scale. The results are also in compliance with recorded accelerations during the 1973-1986 period and with recent probabilistic hazard analyses for the Banja Luka region. (C) 2015 Elsevier Ltd. All rights reserved.

机译：假设地面运动由简单的矩形或正弦脉冲组成，则可以根据在1969年波斯尼亚和黑塞哥维那（前南斯拉夫）的Banja Luka地震中物体的滑动来计算峰值地面加速度。结果表明，与基于Mercalli-Cancani-Sieberg（MCS）强度标尺观察到的宏观地震估计有很好的一致性。该结果还符合1973-1986年期间记录的加速度以及最近对Banja Luka地区进行的概率危害分析。（C）2015 Elsevier Ltd.保留所有权利。

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《Soil Dynamics and Earthquake Engineering》 |2015年第10期|164-176|共13页
作者
Manic M. I.; Bulajic B. D.; Trifunac M. D.;
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作者单位

Union Nikola Tesla Univ Fac Civil Construct Management Belgrade Serbia;

Univ Novi Sad Fac Tech Sci Dept Civil Engn & Geodesy Novi Sad 21000 Serbia;

Univ So Calif Dept Civil Engn Los Angeles CA 90089 USA;

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正文语种 eng
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Earthquake damage and site intensity; Peak accelerations estimated from sliding of objects;

机译：地震破坏和场地强度;根据物体滑动估算的峰值加速度;

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1. A note on peak accelerations computed from sliding of objects during the 1969 Banja Luka earthquakes in former Yugoslavia [J] . Manic M. I., Bulajic B. D., Trifunac M. D. Soil Dynamics and Earthquake Engineering . 2015,第Octa期

机译：关于由前南斯拉夫1969年巴尼亚卢卡地震中物体滑动计算出的峰值加速度的注释
2. Re-occurrence of site-specific response in former Yugoslavia―part Ⅱ: Friuli, Banja Luka and Kopaonik [J] . M.D. Trifunac, S.S. Ivanovic Soil Dynamics and Earthquake Engineering . 2003,第8期

机译：前南斯拉夫第二部分：弗留利，巴尼亚·卢卡和科帕奥尼克的定点反应的再发生
3. Microzonation of Banja Luka for performance-based earthquake-resistant design [J] . Lee V. W., Manic M. I., Bulajic B. D., Soil Dynamics and Earthquake Engineering . 2015,第NOVa期

机译：Banja Luka的微分区，用于基于性能的抗震设计
4. A new safety evaluation system and the continuous functionality of buildings with post-disaster functions following earthquakes (Part 5 â€“ verification of peak total floor acceleration using CWT) [C] . YEOW Trevor, KUSUNOKI Koichi æ—¥æœ¬å»ºç¯‰å¦ä¼šå¤§ä¼š;æ—¥æœ¬å»ºç¯‰å¦ä¼š . 2020

机译：地震后灾后功能的新安全评估系统和建筑物的连续功能（第5部分“验证峰值总楼层加速度的CWT）
5. A New Ground Motion Intensity Measure, Peak Filtered Acceleration (PFA), to Estimate Collapse Vulnerability of Buildings in Earthquakes. [D] . Song, Shiyan. 2014

机译：一种新的地面运动强度测量，即峰值滤波加速（PFA），用于估计建筑物在地震中的倒塌脆弱性。
6. Use of Neural network to predict the peak ground accelerations and pseudo spectral accelerations for Mexican Inslab and Interplate Earthquakes [O] . Pozos-Estrada Adrián, Gómez Roberto, Hong H.P. 2014

机译：使用神经网络预测墨西哥Inslab和板间地震的峰值地面加速度和伪谱加速度

A note on peak accelerations computed from sliding of objects during the 1969 Banja Luka earthquakes in former Yugoslavia

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