ANALYSIS OF BARE FRAME AND INFILLED FRAME BUILDINGS FOR DIFFERENT SEISMIC PARAMETERS

Authors

  • PROF. ADTE RUQAIYYA A. Civil DepartmentA. G. Patil Institute of Technology Solapur, India
  • PROF. MUDGUNDI RAJANI D. Civil DepartmentA. G. Patil Institute of Technology, Solapur, India
  • PROF. CHAVAN ASHWINI G. Civil DepartmentA. G. Patil Institute of Technology, Solapur, India

Keywords:

RC frame, Infill frame, bare frame

Abstract

Strength and stiffness are the main requirements for any structural building. But now a day’s bare frames are most common in the all over country. In bare frame design neglecting the masonry loads. Masonry is the most commonly used materials in the buildings. In thispaper we study the behavior of bare and infilled frame for OMRF and SMRF in all seismic zones i.e. II, III, IV and V. Comparing the results of story drift and base shear. For problem formulation geometry of the structure is being considered. Variations ofheight, i.e. (G+4), (G+6), (G+8) & (G+10) for 4x4 bay is modeled in STAAD-PRO V8i. Loads of wall and slabs are being calculated and are assigned to the structures

Downloads

Published

2021-03-27

Issue

2018: NITET

Section

Articles

License

Creative Commons License

This work is licensed under a Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.

Under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License (CC BY-NC-ND 4.0 DEED).

You are free to:

  1. Share — copy and redistribute the material in any medium or format
  2. The licensor cannot revoke these freedoms as long as you follow the license terms.

Under the following terms:

  1. Attribution — You must give appropriate credit , provide a link to the license, and indicate if changes were made . You may do so in any reasonable manner, but not in any way that suggests the licensor endorses you or your use.
  2. NonCommercial — You may not use the material for commercial purposes .
  3. NoDerivatives — If you remix, transform, or build upon the material, you may not distribute the modified material.
  4. No additional restrictions — You may not apply legal terms or technological measures that legally restrict others from doing anything the license permits.

Notices:

You do not have to comply with the license for elements of the material in the public domain or where your use is permitted by an applicable exception or limitation .

No warranties are given. The license may not give you all of the permissions necessary for your intended use. For example, other rights such as publicity, privacy, or moral rights may limit how you use the material.

 

Rights of Authors

Authors retain the following rights:
1. Copyright and other proprietary rights relating to the article, such as patent rights,
2. the right to use the substance of the article in future works, including lectures and books,
3. the right to reproduce the article for own purposes, provided the copies are not offered for sale,
4. the right to self-archive the article.