• English
    • español
  • English 
    • English
    • español
  • Login
View Item 
  •   Home
  • Artículos científicos
  • Pregrado
  • Facultad de Ingeniería
  • Ingeniería Civil
  • View Item
  •   Home
  • Artículos científicos
  • Pregrado
  • Facultad de Ingeniería
  • Ingeniería Civil
  • View Item
JavaScript is disabled for your browser. Some features of this site may not work without it.

Browse

All of UPCCommunitiesTitleAuthorsAdvisorIssue DateSubmit DateSubjectsThis CollectionTitleAuthorsAdvisorIssue DateSubmit DateSubjectsProfilesView

My Account

LoginRegister

Quick Guides

AcercaPolíticasPlantillas de tesis y trabajos de investigaciónFormato de publicación de tesis y trabajos de investigaciónFormato de publicación de otros documentosLista de verificación

Statistics

Display statistics

Tuned mass system to improve the seismic response of the Apenkai model annex

  • CSV
  • RefMan
  • EndNote
  • BibTex
  • RefWorks
Average rating
 
   votes
Cast your vote
You can rate an item by clicking the amount of stars they wish to award to this item. When enough users have cast their vote on this item, the average rating will also be shown.
Star rating
 
Your vote was cast
Thank you for your feedback
Authors
Jarro, Gabriela Araceli Hilario
Lopez, Oswaldo Jair Puchuri
Sánchez, Javier Daniel Moreno
Issue Date
2024-01-31
Keywords
Seismic protection
Structural irregularity
Tuned mass system

Metadata
Show full item record
Publisher
American Institute of Physics Inc.
Journal
AIP Conference Proceedings
URI
http://hdl.handle.net/10757/673573
DOI
https://doi.org/10.1063/5.0192819
Abstract
or many years in Peru, the oldest essential buildings such as educational centers are not restored. Some of them have irregularly shaped pavilions. This study was carried out to obtain information on the behavior of the Apenkai model pavilions in the face of strong earthquakes, since in Peru there has been a seismic silence for 45 years. Therefore, it is necessary to evaluate the buildings in detail through one of the samples in Etabs to be able to estimate the possible failures that could occur due to irregularities. Subsequently, we obtain a passive control system that allows the structure to withstand intense movements, greater than 8.5 on the Richter scale, without affecting its architecture. For this reason, the present research study proposes a tuned mass system (TMD) in a unified or distributed way. When analyzing, the drift of the building in both directions decreases to less than 0.07% and 0.05% to make the structure behave more ductile. In addition, we must comply with the requirements of current Peruvian regulations without affecting the construction.
Type
info:eu-repo/semantics/article
Rights
info:eu-repo/semantics/embargoedAccess
Language
eng
ISSN
0094243X
EISSN
15517616
ae974a485f413a2113503eed53cd6c53
https://doi.org/10.1063/5.0192819
Scopus Count
Collections
Ingeniería Civil

entitlement

 

DSpace software (copyright © 2002 - 2026)  DuraSpace
Quick Guide | Contact Us
Alicia
La Referencia
Open Repository is a service operated by 
Atmire NV
 

Export search results

The export option will allow you to export the current search results of the entered query to a file. Different formats are available for download. To export the items, click on the button corresponding with the preferred download format.

By default, clicking on the export buttons will result in a download of the allowed maximum amount of items.

To select a subset of the search results, click "Selective Export" button and make a selection of the items you want to export. The amount of items that can be exported at once is similarly restricted as the full export.

After making a selection, click one of the export format buttons. The amount of items that will be exported is indicated in the bubble next to export format.