Analytical Simplify Models Of The Key Elements In The Alternative Load Path Within The Frame In Accidental Situation

The present document is dedicated to global behavior of a frame further to the loss of a column, taking into account the redistribution of the internal forces. Structural elements, transfer the load to the foundation, are isolated as key elements. Two possible alternative load paths in the investiga...

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Main Author: Luu Nguyen Nam Hai
Format: Article
Language:English
Published: VŠB-Technical University of Ostrava, Faculty of Civil Engineering 2015-12-01
Series:Transactions of the VŠB: Technical University of Ostrava, Civil Engineering Series
Subjects:
Online Access:http://www.degruyter.com/view/j/tvsb.2015.15.issue-2/tvsb-2015-0014/tvsb-2015-0014.xml?format=INT
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author Luu Nguyen Nam Hai
author_facet Luu Nguyen Nam Hai
author_sort Luu Nguyen Nam Hai
collection DOAJ
description The present document is dedicated to global behavior of a frame further to the loss of a column, taking into account the redistribution of the internal forces. Structural elements, transfer the load to the foundation, are isolated as key elements. Two possible alternative load paths in the investigated event are described. The proposal on the local investigation of the important sub structure instead of full global frame’s assessment reveal the internal forces distribution along the alternative load path is demonstrated.
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spelling doaj.art-8bb1ea273c9a40499cc210f4f8958e472023-05-29T13:15:28ZengVŠB-Technical University of Ostrava, Faculty of Civil EngineeringTransactions of the VŠB: Technical University of Ostrava, Civil Engineering Series1804-48242015-12-0115210.1515/tvsb-2015-0014tvsb-2015-0014Analytical Simplify Models Of The Key Elements In The Alternative Load Path Within The Frame In Accidental SituationLuu Nguyen Nam Hai0 PhD. Luu Nguyen Nam Hai, Engineering Foundation department, Civil Engineering fakulty, Ton Duc Thang university, 19- Nguyen Huu Tho, Tan Phong ward, district 7, Ho Chi Minh city, VietnamThe present document is dedicated to global behavior of a frame further to the loss of a column, taking into account the redistribution of the internal forces. Structural elements, transfer the load to the foundation, are isolated as key elements. Two possible alternative load paths in the investigated event are described. The proposal on the local investigation of the important sub structure instead of full global frame’s assessment reveal the internal forces distribution along the alternative load path is demonstrated.http://www.degruyter.com/view/j/tvsb.2015.15.issue-2/tvsb-2015-0014/tvsb-2015-0014.xml?format=INTProgressive collapsemulti-storey buildingloading sequencealternative load pathkey elementscatenary action
spellingShingle Luu Nguyen Nam Hai
Analytical Simplify Models Of The Key Elements In The Alternative Load Path Within The Frame In Accidental Situation
Transactions of the VŠB: Technical University of Ostrava, Civil Engineering Series
Progressive collapse
multi-storey building
loading sequence
alternative load path
key elements
catenary action
title Analytical Simplify Models Of The Key Elements In The Alternative Load Path Within The Frame In Accidental Situation
title_full Analytical Simplify Models Of The Key Elements In The Alternative Load Path Within The Frame In Accidental Situation
title_fullStr Analytical Simplify Models Of The Key Elements In The Alternative Load Path Within The Frame In Accidental Situation
title_full_unstemmed Analytical Simplify Models Of The Key Elements In The Alternative Load Path Within The Frame In Accidental Situation
title_short Analytical Simplify Models Of The Key Elements In The Alternative Load Path Within The Frame In Accidental Situation
title_sort analytical simplify models of the key elements in the alternative load path within the frame in accidental situation
topic Progressive collapse
multi-storey building
loading sequence
alternative load path
key elements
catenary action
url http://www.degruyter.com/view/j/tvsb.2015.15.issue-2/tvsb-2015-0014/tvsb-2015-0014.xml?format=INT
work_keys_str_mv AT luunguyennamhai analyticalsimplifymodelsofthekeyelementsinthealternativeloadpathwithintheframeinaccidentalsituation