Seismic and progressive collapse assessment of new proposed steel connection
The disastrous consequences of the partial collapse of the Ronan Point apartment in 1968 and Northridge earthquake in 1994, exposed the vulnerability of steel moment frames subjected to extreme loading. The reports of these two catastrophic events revealed the significant role of beam to column conn...
Saved in:
Main Author: | Faridmehr, Iman |
---|---|
Format: | Thesis |
Language: | English |
Published: |
2015
|
Subjects: | |
Online Access: | http://eprints.utm.my/id/eprint/54726/1/ImanFaridmehrPFKA2015.pdf |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Analysis and design of reinforced concrete structure against progressive collapse
by: Abu Bakar, Suhaimi
Published: (2020) -
Mitigation methods of progressive collapse for a 10-story reinforced concrete structure
by: Naghshbandi, Reza
Published: (2015) -
Mitigation of progressive collapse in concrete structure incorporating the GSA linear static procedure
by: Fard, Khalil Mashalpour
Published: (2013) -
A new viscoelastic damper for seismic protection of steel building frame
by: Mansour, Farnoud Rahimi
Published: (2017) -
Probabilistic seismic hazard assessment of East Malaysia using proposed empirical GMPE for shallow crustal earthquake
by: Harith, Noor Sheena Herayani
Published: (2016)