PROBABILISTIC PEAK GROUND ACCELERATIONS IN PERU

被引：0

|

作者：

SHARMA, S

机构：

来源：

STRUCTURAL DYNAMICS AND SOIL-STRUCTURE INTERACTION | 1989年

关键词：

D O I：

暂无

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

引用

收藏

页码：113 / 124

页数：12

相关论文

共 50 条

[1] Probabilistic seismic hazard assessment of Kazakhstan and Almaty city in peak ground accelerations
N.V.Silacheva
U.K.Kulbayeva
N.A.Kravchenko
Geodesy and Geodynamics, 2018, 9 (02) : 131 - 141
[2] Probabilistic seismic hazard assessment of Kazakhstan and Almaty city in peak ground accelerations
N.V.Silacheva
U.K.Kulbayeva
N.A.Kravchenko
Geodesy and Geodynamics, 2018, (02) : 131 - 141
[3] Probabilistic seismic hazard assessment of Kazakhstan and Almaty city in peak ground accelerations
Silacheva, N. V.
Kulbayeva, U. K.
Kravchenko, N. A.
GEODESY AND GEODYNAMICS, 2018, 9 (02) : 131 - 141
[4] Probability of Peak Ground Horizontal and Peak Ground Vertical Accelerations at Tehran and Surrounding Areas
Ali A. Nowroozi
Pure and Applied Geophysics, 2010, 167 : 1459 - 1474
[5] Probability of Peak Ground Horizontal and Peak Ground Vertical Accelerations at Tehran and Surrounding Areas
Nowroozi, Ali A.
PURE AND APPLIED GEOPHYSICS, 2010, 167 (12) : 1459 - 1474
[6] The 8 October 2005 Muzaffarabad earthquake: Preliminary seismological investigations and probabilistic estimation of peak ground accelerations
MonaLisa
Khwaja, Azam A.
Jan, M. Qasim
CURRENT SCIENCE, 2008, 94 (09): : 1158 - 1166
[7] ESTIMATION OF THE PEAK HORIZONTAL GROUND ACCELERATION BASED ON PEAK ACCELERATIONS OF THE COMPONENTS
MOSTAGHEL, N
AHMADI, G
BULLETIN OF THE SEISMOLOGICAL SOCIETY OF AMERICA, 1982, 72 (02) : 637 - 642
[8] Distribution of Earthquake Peak Ground Accelerations for a Construction Site
Sabirova, O. B.
SEISMIC INSTRUMENTS, 2021, 57 (05) : 491 - 499
[9] Distribution of Earthquake Peak Ground Accelerations for a Construction Site
O. B. Sabirova
Seismic Instruments, 2021, 57 : 491 - 499
[10] Attenuation of peak ground accelerations from the great Wenchuan earthquake
Wang Dong1 and Xie Lili1
Professor
EarthquakeEngineeringandEngineeringVibration, 2009, 8 (02) : 179 - 188

← 1 2 3 4 5 →