Results 231 to 240 of about 52,170 (258)

ACCELERATION RESPONSE AMPLIFICATION RATIO CONSIDERING LONG-PERIOD GROUND MOTIONS

In the seismic design standard (ASCE7), the acceleration response amplification ratio of non-structural components is 1–7.5, depending on the height to which the non-structural components are attached. The acceleration response amplification ratio of the non-structural components has been proposed for short-period ground motions.
Kim, J.C., Oh, S.H.
openaire   +1 more source

Long period ground motion simulation and its application to the seismic design of high-rise buildings

Soil Dynamics and Earthquake Engineering, 2021
Jingzhou Xin, , Shuoyu Liu
exaly  

Proposal of Design Energy Equivalent Velocity Spectrum Using Long-Period Ground Motion Records of Magnitude 7 to 7.5 Earthquakes

Lecture Notes in Civil Engineering, 2023
Oh Sang-Hoon, Sang-Hoon Oh
exaly  

Uncertainties in Prediction of Near-Fault Long-Period Ground Motion: An Application to the 1970 Tonghai Earthquake (Ms 7.8)

Pure and Applied Geophysics, 2022
Zongchao Li, , Li Zongchao
exaly  

Design Basis Ground Motion for Long Period Structures

Mustafa Erdik, Mine B. Demircioglu-Tumsa
openaire   +1 more source

Long-Period Ground Motion Simulation and its Impact on Seismic Response of High-Rise Buildings

Journal of Earthquake Engineering, 2018
You-Lin Xu, Rongpan Hu
exaly  

THE NUMERICAL SIMULATION OF LONG-PERIOD GROUND MOTION ON BASIN EFFECTS

2013
YIQIONG LI, XING LI
openaire   +1 more source

Uncertainties in long-period ground motion and its impact on building structural design: Case study of the 2011 Tohoku (Japan) earthquake

Engineering Structures, 2013
Izuru Takewaki, Shinta Yoshitomi
exaly  

Response Analysis of Curved Tunnel under Near-Field Long-Period Ground Motion Considering Seismic Wave Propagation Effect

Sustainability, 2023
exaly  

Long-period ground motion characteristic of the 1999 Jiji (Chi-Chi), Taiwan, mainshock and aftershocks

Acta Seismologica Sinica, 2006
Li Chun-Feng
exaly