New approximate method to identify soft story caused by infill walls

A Noorifard, MR Tabeshpour, FM Saradj - Structures, 2020 - Elsevier
When the stiffness of a story is much less than the story above it, a significant portion of
lateral displacement of the building is concentrated in this story and soft story is formed. One …

A new procedure to determine equivalent strut of infill walls with openings for engineering applications

MR Tabeshpour, A Noorifard - Proceedings of the Institution of …, 2020 - icevirtuallibrary.com
In architecture, design of doors and windows for functional requirements, circulation, natural
light and ventilation, aesthetics and view is inevitable. Parameters such as size, location and …

An approximate method to identify torsion caused by infill walls through geometric specifications of architectural plans

A Noorifard, MR Tabeshpour, FM Saradj - Journal of Building Engineering, 2020 - Elsevier
A significant part of torsional effects in buildings is due to disregarding the arrangement of
infill walls during the design. This is a challenging issue since on the one hand the structural …

Mitigating the effect of urban layout on torsion of buildings caused by infill walls

A Noorifard, MR Tabeshpour… - Earthquakes and …, 2022 - koreascience.kr
Torsion is one of the most important causes of building collapse during earthquakes.
Sometimes, despite the symmetric form of the building, infill walls disturb the symmetry of the …

Kısa kolon oluşumuna neden olabilecek boşluksuz dolgu duvarlı betonarme çerçeve davranışının analitik ve deneysel yöntemlerle irdelenmesi

O Tunaboyu - 2017 - search.proquest.com
Türkiye Deprem Bölgeleri Haritası incelendiğinde, aktif deprem kuşağında olan ülkemizin
büyük bir bölümünün yüksek deprem tehlikesi altında olduğu görülmektedir. Deprem …

[PDF][PDF] Effect of masonry infill structure with openings during progressive collapse by removing a middle column

MS Seethalakshmi, M Prakash… - Ind J Sci …, 2016 - sciresol.s3.us-east-2.amazonaws …
Abstract Background/Objectives: Progressive collapse occurs when primary structural
element fails due to many reasons such as impact, bomb blast, earthquake, abnormal …

[PDF][PDF] Numerical analysis of the hybrid solar collector structure

R Devaraj, S Ramachandran… - Indian Journal …, 2016 - sciresol.s3.us-east-2.amazonaws …
Objective: The stability of supporting structure is designed for the hybrid solar collector that
supports the parabolic collector and its accessories using finite element based simulation …

[PDF][PDF] Estimation of bending moment coefficients of two way RC slabs: Finite element approach

U Agrawal, VD AkshayGarg… - Indian Journal …, 2016 - sciresol.s3.us-east-2.amazonaws …
Objective: The main objective of this study is to find out the bending moment co-efficient of
two way reinforced concrete (RC) slabs. Methods/Analysis: Linear and nonlinear static …

[PDF][PDF] Study on Behaviour of Asymmetric Building with Different Column Sections under Seismic Loading

BS Prasanth, J Simon - Indian Journal …, 2016 - sciresol.s3.us-east-2.amazonaws …
Objective: Objective of this study is to find variation of parameters displacement, story drift,
fundamental time period, base shear and column force with respect to geometry of building …

Structural analysis of a cascaded parabolic solar collector

D Rangabashiam, S Ramachandran… - AIP Conference …, 2020 - pubs.aip.org
In the current energy crisis, fuels are draining at an alarming rate, there is a pressing
demand to develop costefficient alternate energy sources. Solar energy is available in …