Zobrazeno 1 - 7
of 7
pro vyhledávání: '"Ji-Hun) 박지훈(Park"'
Publikováno v:
Journal of the Earthquake Engineering Society of Korea. 24:293-303
Seismic fragility was assessed for non-seismic reinforced concrete shear walls in Korean high-rise apartment buildings in order to implement an earthquake damage prediction system. Seismic hazard was defined with an earthquake scenario, in which grou
Autor:
Ji-Hun) 박지훈(Park, Seong-Ha) 전성하(Jeon
Publikováno v:
Journal of the Earthquake Engineering Society of Korea. 24:129-139
An approximate analysis method is proposed to predict the dynamic amplification of shear forces in ordinary reinforced concrete shear walls as a preliminary study. First, a seismic design for three groups of ordinary reinforced concrete shear walls h
Autor:
Yun Jeong) 설윤정(Seol, Ji-Hun) 박지훈(Park
Publikováno v:
Journal of the Earthquake Engineering Society of Korea. 24:77-86
Nonlinear static analysis and preliminary evaluation were performed in this study to evaluate the seismic performance of unreinforced masonry buildings subjected to various soil conditions based on the revised Korean Building Code. Preliminary evalua
Autor:
Ji-Hun) 박지훈(Park, Won Ho) 박원호(Park
Publikováno v:
Journal of the Earthquake Engineering Society of Korea. 23:301-309
A methodology to assess seismic fragility of a nuclear power plant (NPP) using a conditional mean spectrum is proposed as an alternative to using a uniform hazard response spectrum. Rather than the single-scenario conditional mean spectrum, which is
Autor:
Ji-Hun) 박지훈(Park, Seong-Ha) 전성하(Jeon
Publikováno v:
Journal of the Earthquake Engineering Society of Korea. 23:169-181
Seismic performance of ordinary reinforced concrete shear wall systems commonly used in high-rise residential buildings is evaluated. Three types of shear walls exceeding 60m in height are designed by performance-based seismic design. Then, increment
Publikováno v:
Journal of the Earthquake Engineering Society of Korea. 22:175-184
In this paper, comparative analysis of the 9.12 Gyeongju and 11.15 Pohang earthquakes was conducted in order to provide probable explanations and reasons for the damage observed in the 11.15 Pohang earthquake from both earthquake and structural engin
Publikováno v:
Journal of the Earthquake Engineering Society of Korea. 20:527-536
This paper investigates seismic damage potential of recent September 12 M5.8 Gyeongju earthquake from diverse earthquake engineering perspectives using the accelerograms recorded at three stations near the epicenter. In time domain, strong motion dur