Dynamic Loading Vulnerability Assessment of Multi-storey Buildings: Case Study of Sri Lanka Telecom Head Office Building

Please use this identifier to cite or link to this item: http://repo.lib.jfn.ac.lk/ujrr/handle/123456789/1752

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DC Field	Value	Language
dc.contributor.author	Sathiparan, N.
dc.contributor.author	Sooriyaarachchi, H.P.
dc.contributor.author	Wanniarachchi, K.S.
dc.date.accessioned	2021-03-03T08:54:34Z
dc.date.accessioned	2022-06-27T09:47:16Z	-
dc.date.available	2021-03-03T08:54:34Z
dc.date.available	2022-06-27T09:47:16Z	-
dc.date.issued	2013
dc.identifier.uri	http://repo.lib.jfn.ac.lk/ujrr/handle/123456789/1752	-
dc.description.abstract	The paper presents a numerical study of the assessment of the Sri Lanka Telecom Head Office Building at Lotus Road, Colombo 01, affected by blasting activates. The assessment of the building under dynamic loading has been done using the finite element modeling technique (SAP2000), to find out if any deficiency of the dynamic performance of the building. Dynamic analysis show that this building performance for lateral drift, vibration and stresses developed in columns are within allowable limits, even for the intensity of the ground motion equal to MMI 5, and acceptance criteria for vibration are more critical for this building.	en_US
dc.language.iso	en	en_US
dc.subject	Structural Assessment	en_US
dc.subject	dynamic Analysis	en_US
dc.title	Dynamic Loading Vulnerability Assessment of Multi-storey Buildings: Case Study of Sri Lanka Telecom Head Office Building	en_US
dc.type	Article	en_US
Appears in Collections:	Civil Engineering

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