Comprehensive search ChatGPT Online Scientific research tools Facebook Group Tools Telegram
Sign in Sign Up

Science Hub 每 Free Research Papers | Academic Community


[Other] TY - JOUR T1 - Seismic Soil Pressures on Rigid Walls Subjected to Pulse-Like Earthquake Ground Motions AU - Ferreris-Barreto Miguel A. AU - Vidot-Vega Aidcer L. Y1 - 2022/11/01 PY - 2022 DA - 2022/11/01 N1

mmunozse Post time 1 hour(s) ago | Show all posts |Read mode
This post will be closed automatically in 2026-10-04 02:32
Reward30points

TY  - JOURT1  - Seismic Soil Pressures on Rigid Walls Subjected to Pulse-Like Earthquake Ground MotionsAU  - Ferreris-Barreto Miguel A.AU  - Vidot-Vega Aidcer L.Y1  - 2022/11/01PY  - 2022DA  - 2022/11/01N1  - doi: 10.1061/(ASCE)GT.1943-5606.0002909DO  - 10.1061/(ASCE)GT.1943-5606.0002909T2  - Journal of Geotechnical and Geoenvironmental EngineeringJF  - Journal of Geotechnical and Geoenvironmental EngineeringJO  - Journal of Geotechnical and Geoenvironmental EngineeringSP  - 04022096VL  - 148IS  - 11PB  - American Society of Civil EngineersM3  - doi: 10.1061/(ASCE)GT.1943-5606.0002909UR  - https://doi.org/10.1061/(ASCE)GT.1943-5606.0002909Y2  - 2026/09/29N2  - Pulse-like earthquakes are believed to impose larger structural demands on structures due to the sudden release of seismic energy. This can cause concern in areas that are near faults due to the possibility of structures not being designed to withstand higher seismic demands and could be significant for embedded retaining walls in nuclear power plants. A finite element model of a soil-embedded wall is developed to examine the non-linear response of this system to pulse-like earthquake ground motions. For the finite element analysis, the open-source program OpenSees version 3.3 is used for the simulation of an embedded rigid retaining wall. The analyses are performed using records that match narrow-band modified target spectra for different moment magnitude scenarios ranging from 5.03 to 7.70. The results from pressure methods will be compared with the full non-linear finite element model results. Generally, it is observed that this type of earthquake imposes larger demands on an embedded rigid retaining wall, but the magnitude of the demand is still comparable to normal ground motions.AB  - Pulse-like earthquakes are believed to impose larger structural demands on structures due to the sudden release of seismic energy. This can cause concern in areas that are near faults due to the possibility of structures not being designed to withstand higher seismic demands and could be significant for embedded retaining walls in nuclear power plants. A finite element model of a soil-embedded wall is developed to examine the non-linear response of this system to pulse-like earthquake ground motions. For the finite element analysis, the open-source program OpenSees version 3.3 is used for the simulation of an embedded rigid retaining wall. The analyses are performed using records that match narrow-band modified target spectra for different moment magnitude scenarios ranging from 5.03 to 7.70. The results from pressure methods will be compared with the full non-linear finite element model results. Generally, it is observed that this type of earthquake imposes larger demands on an embedded rigid retaining wall, but the magnitude of the demand is still comparable to normal ground motions.ER  -
You can support us by donating, we would be very grateful.
Reply

Use magic Donate Report

All Reply0 Show all posts

Reply

Advanced Mode
B Color Image Link Quote Code Smilies
You have to log in before you can reply Login | Register

Points Rules

mmunozse Lv.2
Junior Member

  • post

  • reply

  • points

    20

Same Category


Latest Reply

Announcement

Daily Top Contributors

Return to the list