REVIEW BASED MODELLING OF FRAME-WALL SYSTEM UNDER SEISMIC CONDITION

Authors

  • Mohini Nayak PG Scholar, Civil Engineering department, IPS Academy Indore
  • Harsh Chauhan PG Scholar, Civil Engineering department, IPS Academy Indoreii
  • Vijay Kumar Baradiya Professer, Civil Engineering department, IPS Academy Indore

Keywords:

Shell elements, frame-wall mixed system, Frame elements, seismic performance, Aspect ratios

Abstract

This study is based on high rise and medium rise RC shear wall-framed structures and squat wall system. The squat wall is design by different aspect ratios. Shear wall-frame system are becoming most popular in large populated cities area in India. It is necessary to analysis of building and study the all parameters of shear wall those are effected the lateral and gravity loads, Wall moment and the stresses on the shear wall. A 3D structure reinforced concrete shear wall-frame dual building systems is designed According to Indian standard codes and analysed. For Proper design steps and analysis of squat shear wall building, different methods used to model and get results which are important to get realistic results. Finite Element analysis study is also done with all models to find and compare
best modelling to model and design shear wall structure elements with easiest way. Also, Gravity and Earthquake loading apply to find the behaviour of components for different aspect ratios.

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Published

2019-04-01

How to Cite

Nayak, M. ., Chauhan, H. ., & Baradiya, V. K. . (2019). REVIEW BASED MODELLING OF FRAME-WALL SYSTEM UNDER SEISMIC CONDITION. International Journal of Technical Innovation in Modern Engineering & Science, 5(4), 1173–1177. Retrieved from https://ijtimes.com/index.php/ijtimes/article/view/2923

Issue

Vol. 5 No. 4 (2019): Vol. 5 No. 4: Volume 5 Issue 4 (April-2019)

Section

Articles