Performance of Structures in Thailand during the December 2004 Great Sumatra Earthquake and Indian Ocean Tsunami

2006 ◽  
Vol 22 (3_suppl) ◽  
pp. 355-375 ◽  
Author(s):  
Murat Saatcioglu ◽  
Ahmed Ghobarah ◽  
Ion Nistor

A reconnaissance was conducted in Thailand to investigate the effects of the 26 December 2004 tsunami on buildings, bridges, and other physical infrastructure. It was observed that nonengineered reinforced concrete buildings, low-rise timber frames, and unreinforced masonry walls suffered extensive damage from hydrodynamic pressures generated by the tsunami. A large number of nonengineered reinforced concrete frame buildings experienced partial or total collapse, while well-designed engineered structures survived the tsunami with little or no damage. Specific observations made during the reconnaissance indicate the engineering significance of the disaster.

2006 ◽  
Vol 22 (3_suppl) ◽  
pp. 295-319 ◽  
Author(s):  
Murat Saatcioglu ◽  
Ahmed Ghobarah ◽  
Ioan Nistor

A reconnaissance was conducted in Indonesia to investigate the effects of the 26 December 2004 earthquake and tsunami on buildings, bridges, and other physical infrastructure. The infrastructure in the coastal regions of Banda Aceh was completely devastated by both tsunami wave pressures and seismic ground excitations. The damaging effects of the tsunami were most pronounced in unreinforced masonry walls, nonengineered reinforced concrete buildings, and low-rise timber-framed buildings. Engineered structures survived the tsunami pressure, but many suffered extensive damage due to seismic forces. The majority of the seismic damage was attributed to poor design and detailing of nonductile buildings. Specific observations made during the reconnaissance indicate the engineering significance of the disaster.


2016 ◽  
Vol 711 ◽  
pp. 982-988
Author(s):  
Alex Brodsky ◽  
David Z. Yankelevsky

Numerous studies have been conducted on the in plane behavior of masonry infill walls to lateral loading simulating earthquake action on buildings. The present study is focused on a problem that has almost not been studied regarding the vertical (opposed to lateral) in-plane action on these walls. This may be of concern when a supporting column of a multi-storey reinforced concrete frame with infill masonry walls undergoes a severe damage due to an extreme loading such as a strong earthquake, car impact or military or terror action in proximity to the column. The loss of the supporting column may cause a fully or partly progressive collapse to a bare reinforced concrete frame, without infill masonry walls. The presence of the infill masonry walls may restrain the process and prevent the development of a progressive collapse. The aim of the present study is to test the in-plane composite action of Reinforced Concrete (RC) frames with infill masonry walls under vertical loading through laboratory experiments and evaluate the contributions of infill masonry walls, in an attempt to examine the infill masonry wall added resistance to the bare frame under these circumstances. Preliminary results of laboratory tests that have been conducted on reinforced concrete infilled frames without a support at their end, under monotonic vertical loading along that column axis will be presented. The observed damages and failure modes under vertical loading are clearly different from the already known failure modes observed in the case of lateral loading.


2012 ◽  
Vol 41 (11) ◽  
pp. 1455-1475 ◽  
Author(s):  
C. M. Ramirez ◽  
A. B. Liel ◽  
J. Mitrani-Reiser ◽  
C. B. Haselton ◽  
A. D. Spear ◽  
...  

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