Results 101 to 110 of about 556,274 (213)
China has an existing building area of 80 billion square meters, where reinforced concrete structures have a large quantity and a wide surface area. The risk of structures being subjected to blast loading is relatively high.
Siyuan Qiu +4 more
doaj +1 more source
Infill masonry: simple analytical methods for seismic design [PDF]
The latest earthquake codes in Europe require the safety assessment of no-structural elements (parapets, masonry wall’s veneer, infill walls, etc.), as their collapse entails risks for people or for the main structure stability.
Ferreira, J. E. Dias +3 more
core
Behavior Of Rc Buildings To Tsunami Action
The present report describes the characteristics of damages and behavior of reinforced concrete buildings during the tsunami action. The discussion is based on the field damage survey in selected cities located on the coast of the zone affected by the Great East Japan Earthquake on March 11, 2011.
openaire +2 more sources
Study on Design and Performance Comparison of RC Buildings Designed for Various Indian Seismic Zones [PDF]
Reinforced concrete (RC) buildings are routinely designed and detailed to have somewhat higher strengths than those required for actual service load conditions. Generally, the members are provided with larger sizes and greater material strengths than the
Shrestha, Mausam
core
Steel damper columns (SDCs) are energy-dissipating members that are suitable for reinforced concrete (RC) buildings and are often used for multistory housing.
Kenji Fujii
doaj +1 more source
Seismic Performance of Reinforced Concrete Buildings in the 22 February Christchurch (Lyttleton) Earthquake [PDF]
Six months after the 4 September 2010 Mw 7.1 Darfield (Canterbury) earthquake, a Mw 6.2 Christchurch (Lyttelton) aftershock struck Christchurch on the 22 February 2011.
Kam, W.Y., Pampanin, Stefano, Elwood, K.
core
Investigation Of Effect Of Infill Walls With Brick In Buildings [PDF]
Infill walls are widely used as partitions worldwide. Field evidence has shown that continuous infill walls can help reduce the vulnerability of a reinforced concrete structure.
Hacer Bilir, Ismail H. Cagatay
core
Design optimization and performance evaluation of semi-prefabricated UHPC-RC metro station structures. [PDF]
Lei G, Hua F, Yang Z, Jiang F, Zhu J.
europepmc +1 more source
Robust consensus ordinal priority approach for improvisational emergency supplier selection under expert consensus ambiguity. [PDF]
Mao H, Wang R.
europepmc +1 more source

