Hanamant Rajaram Magarpatil

School of Civil Engineering

Engineering and Technology

MIT-World Peace University (MIT-WPU) is a top educational institute located in Pune, India. It is recognized within&nbsp;UGC under Government of Maharashtra Act No. XXXV 2017.&nbsp;

It is part of the MIT group of institutions (established in 1983) which covers 10+ campuses across India and has more than 50,000+ students enrolled across various disciplines at a given point of time. The institute houses 15 schools ranging from Engineering &amp; Technology, Design, Pharmacy, Commerce, Governance among others. It offers undergraduate, postgraduate and PhD programs among different disciplines.&nbsp;

&nbsp;

MIT World Peace University

Journal of Engineering Sciences

The developments in construction make itcompulsory for architects to plan the high rise structures in RCC.Unfortunately due to some reasons like gas explosion, terroristattack, fire etc. high rise structures undergoes some majorcomponent failure. As the major component fails, sometimes partof the structure or whole structure tends to collapse. Thisbehavior of the structure is called as progressive collapse.Progressive collapse may be a chain reaction of failures thatcirculates either throughout or some of the structure lopsided tothe first local failure. The progressive collapse of buildingstructure is commenced when one or more vertical load carryingmembers are removed. One of the important characteristics ofprogressive collapse is that the final damage is not related to theinitial damage. In this project it is proposed to carry outprogressive collapse analysis of regular and irregular structures.Structural model of building has been fashioned din ETABS andloads are applied as per GSA guidelines, for evaluation ofprogressive collapse nonlinear static method of analysis has beenused. The analysis is done using ETABS 18 software and usingcodes of analysis, IS 1893: 2016, IS 456: 2016. Jointdisplacements, axial force, bending moment are evaluated. In allcases progressive collapse of internal column is more critical ascompared to other cases.

Fulltext

International Journal of Innovative Technology and Exploring Engineering (IJITEE)

Non-linear Static Progressive Collapse Analysis of Asymmetric High Rise R.C.C. Structure

JOURNAL OF MECHANICS OF CONTINUA AND MATHEMATICAL SCIENCES

A comparison of Seismic Behavior of Reinforced Concrete Special Moment Resisting Beam-Column Joints vs. Weak Beam Column Joints Using Seismostruct

Journal of Composites for Construction

Structural Behavior of All-FRP Beam-Column Plate-Bolted Joints

Reinforced Concrete Structures

The Design Approach

Structural Engineering and Mechanics

Seismic resistance of exterior beam-column joints with non-conventional confinement reinforcement detailing

Seismic Analysis of Beam-Column Connection of Intze Tank

Journal	Journal of Engineering Sciences
Publisher	JESPUBLICATION
Open Access	0