Results 31 to 40 of about 344,830 (205)
Damage-based seismic planar pounding analysis of adjacent symmetric buildings considering inelastic structure-soil-structure interaction [PDF]
, 2017 In cities and urban areas, building structures located at close proximities inevitably interact under dynamic loading by direct pounding and indirectly through the underlying soil.
Mehdi Ghandil +3 more
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SEISMIC POUNDING OF MULTISTOREYED BUILDINGS
International Journal of Research in Engineering and Technology, 2013 The investigations made by past and present earthqu ake seismologist have shown that during earthquake, the building structures are vulnerable to severe damages. The adjacent building s collide and collapse during moderate to strong gr ound vibrations caused by earthquakes.
openaire +1 more source
Seismic Design of Bridges for Prevention of Girder Pounding
Electronic Journal of Structural Engineering, 2008 In design of conventional bridges the gap between bridge spans is usually only a few centimetres. For such an expansion joint poundings between adjacent bridge girders during strong earthquake shaking are usually unavoidable. Pounding often causes damages to girders. In extreme situations it may push one of the bridge decks off the support.
Hao, Hong, Chouw, N.
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Infrastructures, 2023 During intense ground motion excitations, the pounding between adjacent buildings may result in extensive structural damage. Despite the provision of regulations regarding the minimum separation gap required to prevent structural collisions, the majority
Kosmas E. Bantilas +4 more
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Swedish National Seismic Network
, 1904 The Swedish National Seismic Network (SNSN) started with the installation of a Wiechert seismograph in Uppsala in 1904. Since 1998 the SNSN is a part of the Department of Earth Sciences at Uppsala University.
Swedish National Seismic Network
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Seismic Pounding Effects in Buildings [PDF]
, 2008 Major seismic events during the past decade such as those that have occurred in Northridge, Imperial Valley (May 18, 1940), California (1994), Kobe, Japan (1995), Turkey (1999), Taiwan (1999) and Bhuj, Central Western India (2001) have continued to ...
Sharma, Ishan Jyoti
core
Earthquake Engineering &Structural Dynamics, EarlyView.ABSTRACT This study explores the seismic performance of a five‐story prototype building using different configurations of a dual lateral force‐resisting system (LFRS) combining post‐tensioned cross‐laminated timber rocking walls (PT‐CLT‐RW) with conventional wood light‐frame shear walls (LiFS).
Ruben Jerves, Adam R. Phillips
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BuildingsDetermining the impact of pulse-type earthquake characteristics on the vulnerability of base-isolated buildings under non-pounding conditions has yielded conflicting results in previous studies.
Ali Majdi +2 more
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Collapse-Pounding Dynamic Responses of Adjacent Frame Structures under Earthquake Action
Advances in Civil Engineering, 2020 There are a large number of adjacent buildings in practical engineering application. The structure will collapse and impact the adjacent structures once the weak column is destroyed under seismic action, and, finally, the earthquake damage is aggravated.
Wei Jing, Shangshang Xing, Yu Song
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Earthquake Spectra, Volume 42, Issue 4, November 2026.Modern confined masonry (CM) construction consists of masonry walls confined by reinforced concrete (RC) tie‐columns and tie‐beams. When built correctly, CM buildings have shown good performance in earthquake's shaking. Even though CM construction has been practised for almost a century in some Latin American countries, its use and standardisation are ...
Ahsana Parammal Vatteri +23 more
wiley +1 more source