MITIGATION OF GROUND VIBRATIONS INDUCED BY HIGH-SPEED TRAIN

Q: How can I download an article?

To download an article from SID, first log in to the site, search for the article title, and click on the 'Download Article' option.

Q: How can I download an ISI article?

To download an ISI article on SID, enter the keyword or article title in the search bar, view the relevant results, click on the desired article, and select the 'Download Article' option.

Q: How can I access the SID database?

To access the SID database, visit SID.ir, create an account, and log in to access scientific resources.

Q: Is downloading articles from SID free?

Some articles on SID are available for free, while others require payment. Details are specified on the article's page.

Ghobakhlou Mojtaba; Korkiala Tanttu Leena

مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

Seminar Paper

Paper Information

Seminar: INTERNATIONAL CONGRESS ON CIVIL ENGINEERING, ARCHITECTURE AND URBAN DEVELOPMENT
Year:2016 | Issue:4

Download Full-Text

View:

110

Download:

Information Seminar Paper

Title

MITIGATION OF GROUND VIBRATIONS INDUCED BY HIGH-SPEED TRAIN

Author(s)

Ghobakhlou Mojtaba | Korkiala Tanttu Leena

Keywords

CONCRETE WAVE BARRIER

GROUND VIBRATIONS

HIGH-SPEED TRAINS

NUMERICAL MODEL

TIME DEPENDENT REACTION

WAVE PROPAGATION

Abstract

THIS PAPER PRESENTS A MODEL ABOUT USING A CONCRETE WAVE BARRIER FOR MITIGATION OF GROUND VIBRATIONS INDUCED BY A HIGH- SPEED TRAIN. THE PAPER CONSIDERS A NUMERICAL MODEL WHICH WAS DIVIDED INTO TWO PARTS. IN THE FIRST PART, TIME DEPENDENT REACTION OF A RECORDED POINT DURING TRAIN MOVEMENT WAS MODELED. THE MODEL INCLUDED CONCENTRATED MOVING LOADS AT CONSTANT VELOCITY ON AN ELASTIC BEAM WITH SPRING SUPPORTS. IN THE SECOND PART, THE RESULTS OF THE FIRST PART WERE APPLIED AS INPUT DATA OF LOADING. THE AIM OF THIS PAPER WAS TO EVALUATE THE DYNAMIC BEHAVIOR OF A SUBSOIL LAYER DURING WAVE PROPAGATION BEFORE AND AFTER CONSTRUCTING A WAVE BARRIER. THE WAVE BARRIER MITIGATED 12 TO 17 PERCENT OF THE VIBRATIONS IN THE DISTANCE OF 30M TO 40M IN THE UPPER PART OF THE SUBSOIL RESPECTIVELY. THIS INDICATED THAT THE WAVE BARRIER REFLECTED AND ALSO ABSORBED SOME COMPONENT OF WAVES. THE MITIGATED MAXIMUM TOTAL VELOCITIES FULFILLED THE ACCEPTED LEVEL OF VIBRATION.

Cites

No record.

References

No record.

Cite

APA: Copy

Ghobakhlou, Mojtaba, & Korkiala Tanttu, Leena. (2016). MITIGATION OF GROUND VIBRATIONS INDUCED BY HIGH-SPEED TRAIN. INTERNATIONAL CONGRESS ON CIVIL ENGINEERING, ARCHITECTURE AND URBAN DEVELOPMENT. SID. https://sid.ir/paper/948204/en

Vancouver: Copy

Ghobakhlou Mojtaba, Korkiala Tanttu Leena. MITIGATION OF GROUND VIBRATIONS INDUCED BY HIGH-SPEED TRAIN. 2016. Available from: https://sid.ir/paper/948204/en

IEEE: Copy

Mojtaba Ghobakhlou, and Leena Korkiala Tanttu, “MITIGATION OF GROUND VIBRATIONS INDUCED BY HIGH-SPEED TRAIN,” presented at the INTERNATIONAL CONGRESS ON CIVIL ENGINEERING, ARCHITECTURE AND URBAN DEVELOPMENT. 2016, [Online]. Available: https://sid.ir/paper/948204/en

Related Journal Papers

No record.

Related Seminar Papers

No record.

Related Plans

No record.

Recommended Workshops