Results 101 to 110 of about 10,175 (210)

Seismic vulnerability of Modern Architecture building's: Le Corbusier style: a case study [PDF]

, 2005
In Portugal, at the end of the World War II, a new generation of architects emerged, influenced by the Modern Movement Architecture, born in Central-Europe in the early twenties but now influenced also by the Modern Brazilian Architecture. They worked
Costa, A., Fonseca, J., Rodrigues, H., Tostões, A., Varum, H.   +4 more
core   +1 more source

Analytical modeling of masonry-infilled RC frames retrofitted with textile-reinforced mortar [PDF]

, 2014
This paper proposes an analytical approach for modeling the behavior of textile-reinforced mortar (TRM)-strengthened masonry-infilled reinforced-concrete (RC) frames under seismic loading.
Bousias, S.N., Koutas, L., Triantafillou, T.C.   +2 more
core   +1 more source

The use of FRPs in seismic repair and retrofit: experimental verification [PDF]

, 2001
The application of FRPs in the seismic repair and retrofit of structures is addressed. The results from a few tests on full-scale structures, repaired and/or retrofitted with composites, performed at the ELSA laboratory are presented and ...
Colombo, A., Negro, P., Pinto, A. V., Varum, H.   +3 more
core   +1 more source

Infill masonry: simple analytical methods for seismic design [PDF]

, 2014
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, Lourenço, Paulo B., Pereira, M. F. Neto, Pereira, Manuel Fernando Paulo   +3 more
core  

Shake Table Response of Unreinforced Masonry and Reinforced Concrete Elements of Special Moment Resisting Frame

Advances in Civil Engineering, 2019
Half-scaled reinforced concrete frame of two storeys and two bays with unreinforced masonry (URM) infill walls was subjected to base excitation on a shake table for seismic performance evaluation.
Syed Azmat Ali Shah, Junaid Shah Khan, Syed Muhammad Ali, Khan Shahzada, Waqar Ahmad, Junaid Shah   +5 more
doaj   +1 more source

Observations from the EEFIT-TDMRC Mission to Sulawesi, Indonesia to Investigate the 28th September 2018 Central Sulawesi Earthquake [PDF]

, 2019
On the 28th September 2018 at 17:02 local time, an earthquake of magnitude 7.5 Mw hit Indonesia, with epicentre located 78km north of the city of Palu on Sulawesi Island.
Adhikari, Rohit Kumar, Brennan, Andrew, Idris, Yunita, Kumala, Intan Dewi, Lagesse, Richard, Meilianda, Ella, Raby, Alison, Rezki-Hr, Muhammad, Robertson, David, Rossetto, Tiziana, Rusdy, Ibnu   +10 more
core   +2 more sources

Analytical modelling of masonry-infilled steel frames

Tehnicki vjesnik - Technical Gazette, 2016
Masonry itself is a composite heterogeneous material whose structural behaviour is strongly affected by many influencing parameters with a wide range of possible values, construction procedures as well as care methods taken afterwards. When the masonry panel is added into the surrounding frame the complex interactive frame-infill system is established ...
Markulak, Damir, Radić, Ivan, Sigmund, Vladimir   +2 more
openaire   +3 more sources

Strengthening of masonry infill wall panels in reinforced concrete structures using dual strengthening strategy of ferrocement and ECC overlays

Cogent Engineering
The strengthening of masonry infill wall panels (MIWPs) in reinforced concrete (RC) frame structures is of prime importance due to their failure in the in-plane and out-of-plane direction, as evidenced by past earthquakes.
Zain Ul Abidin, Khan Shahzada, Akhtar Gul, Yousef Alqaryouti, Marc Azab, Muhammad Rizwan, Attaur Rahman   +6 more
doaj   +1 more source

Cyclic testing of single-span weak frames with masonry infill

Građevinar, 2016
Experimental test results for fourteen samples of single-span, single-storey, non-seismically designed reinforced-concrete (weak) masonry infill frames are presented in the paper.
Goran Gazić, Vladimir Sigmund
doaj   +1 more source

The Dynamic Properties of Historic Timber-Framed Masonry Structures in Bursa, Turkey

Shock and Vibration, 2018
Timber-framed masonry structures are known as an effective earthquake load resisting system in high seismicity regions such as Bursa, Turkey. Intense earthquakes have occurred throughout history; however, many of the traditional timber structures have ...
M. Bilal Bağbancı, Özlem Köprülü Bağbancı   +1 more
doaj   +1 more source