International Journal of Scientific and Research Publications

Home
About Us
Editorial Board

Online Publication

Review Process
Publication Ethics

Call For Papers

Call for Research Paper

Authors

Online Submission
Paper Submission Guidelines
Online Publication Charge
Print Publication Charge
How to publish research paper
Publication Certificate
Research Catalogue
Resources
FAQs

Reviewer

Join Reviewer Panel
Reviewer Guidelines

IJSRP Publications

E-Journal
Print Journal

Downloads

IJSRP Paper Format
Instructions

Contact Us

Feedback Form
Contact Us
Site Map

IJSRP, Volume 7, Issue 11, November 2017 Edition [ISSN 2250-3153]



      Thae Mon Zaw, Kay ThweTun

Abstract: This study describes optimization of damper system design for pounding between existing building and its extension. In this system, passive coupling method is known to be an effective method to reduce undesirable vibrations and structural pounding effects and passive viscous dampers are used by which the existing building is connected to its extension. In this study, pounding Effect between existing building and its extension is studied by non-linear dynamic analysis. Firstly, the required ground motion records are o¬btained from PEER ground motion database by using input parameters. Secondly, the adjacent two buildings are separately analyzed and the maximum displacements of two buildings at connecting corner points are resulted.

[Reference this Paper]   [BACK]

Ooops! It appears you don't have a PDF plugin for this barrPostingser. you can click here to download the PDF file.

Reference this Research Paper (copy & paste below code):

Thae Mon Zaw, Kay ThweTun (2017); Optimization of Damper System Design for Pounding of High-rise Buildings; Int J Sci Res Publ 7(11) (ISSN: 2250-3153). http://www.ijsrp.org/research-paper-1117.php?rp=P716923

IJSRP PUBLICATIONS

Home

About Us
Editorial Board
Call for Paper

Call for Research Paper
Paper Status
IJSRP Paper Format
Join Us

Download e-journal
Join Forum
Invite Friends
Subscribe
Get Social with Us!



Copyright © 2011-2020, IJSRP Inc., All rights reserved.