Hysteretic load behavior of pre‐casted reinforced concrete shear wall systems with high thermal resistance capability

2021 ◽  
Author(s):  
Yunus Emre Kebeli ◽  
Anıl Özdemir ◽  
Coşkun Çakmak ◽  
Yağmur Kopraman ◽  
Özgür Anil ◽  
...  
Keyword(s):  
Reinforced Concrete ◽  
Thermal Resistance ◽  
Shear Wall ◽  
High Thermal Resistance ◽  
Load Behavior

Breathable properties ofm-Aramid nanofibrous membrane with high thermal resistance

2014 ◽  
Vol 132 (8) ◽  
pp. n/a-n/a ◽  
Author(s):  
Young Shin Park ◽  
Jong Wha Lee ◽  
Young Sik Nam ◽  
Won Ho Park
Keyword(s):  
Thermal Resistance ◽  
Nanofibrous Membrane ◽  
High Thermal Resistance

scholarly journals Behavioural Study of Shear Wall with Correlational to Bracing under Seismic Loading

2018 ◽  
Vol 65 ◽  
pp. 08008
Author(s):  
Syed Muhammad Bilal Haider ◽  
Zafarullah Nizamani ◽  
Chun Chieh Yip
Keyword(s):  
Reinforced Concrete ◽  
Lateral Displacement ◽  
Limit State ◽  
Shear Wall ◽  
Design Tool ◽  
Base Shear ◽  
Building Model ◽  
High Rise ◽  
Finite Element Software ◽  
Seismic Vibrations

The reinforced concrete structures, not designed for seismic conditions, amid the past earthquakes have shown us the significance of assessment of the seismic limit state of the current structures. During seismic vibrations, every structure encountered seismic loads. Seismic vibrations in high rise building structure subjects horizontal and torsional deflections which consequently develop extensive reactions in the buildings. Subsequently, horizontal stiffness can produce firmness in the high rise structures and it resists all the horizontal and torsional movements of the building. Therefore, bracing and shear wall are the mainstream strategies for reinforcing the structures against their poor seismic behaviours. It is seen before that shear wall gives higher horizontal firmness to the structure when coupled with bracing however it will be another finding that in building model, which location is most suitable for shear wall and bracing to get better horizontal stability. In this study, a 15 story residential reinforced concrete building is assessed and analyzed using building code ACI 318-14 for bracing and shear wall placed at several different locations of the building model. The technique used for analysis is Equivalent Static Method by utilizing a design tool, finite element software named ETABS. The significant parameters examined are lateral displacement, base shear, story drift, and overturning moment.

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