Results 11 to 20 of about 191,022 (315)
SEISMIC AND ENERGY UPGRADING OF EXISTING RC BUILDING
2nd Croatian Conference on Earthquake Engineering ‒ 2CroCEE, 2023 This paper presents the preliminary results of the project called Establishment of the national training centre for nearly Zero Energy Buildings (nZEB). The project is funded by EEA Grants (Energy and Climate Change Programme). Seismic condition assessment and upgrading of existing RC structures are presented with a case study building in Zagreb.
Margareta Zidar +4 more
openaire +2 more sources
RCC Highrised Residential Buildings its Influence on Earthquake Loads [PDF]
E3S Web of Conferences, 2020 The present decade, high rise multi-storey buildings are subjected to many external effects such as earthquake, wind loads, tidal loads, etc., in most cases high rise buildings have more vulnerable to earthquake and wind loads.
Raju Y. Kamala +2 more
doaj +1 more source
Numerical simulations of derived URM-RC buildings: Assessment of strengthening interventions with RC
Journal of Building Engineering, 2021 Abstract The use of reinforced concrete (RC) in retrofitting interventions on existing unreinforced masonry (URM) buildings has been spreading all over the world since the beginning of the twentieth century. However, many of these mixed URM–RC buildings have revealed to be particularly vulnerable to seismic action , and their inherent complex ...
Correia Lopes, Gonçalo +4 more
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Classification of Seismic Vulnerability Based on Machine Learning Techniques for RC Frames [PDF]
Journal of Soft Computing in Civil Engineering, 2020 Seismic vulnerability means the inability of historical and monumental buildings to withstand the effects of seismic forces. This article presents a classification model to specify the damage state of the Reinforced Concrete (RC) frames based on a ...
Seyed Hooman Ghasemi +2 more
doaj +1 more source
Seismic retrofitting of a deteriorated RC building
Case Studies in Construction Materials, 2023 Numerous existing reinforced concrete (RC) buildings don’t fulfill current seismic code provisions as they haven’t been designed to satisfy these provisions. Also, due to many environmental factors, structural members such as columns, beams, and slabs are exposed to severe deterioration leading to high-risk levels.
Mohamed Selim +2 more
openaire +2 more sources
Assessment of Seismic Behavior of an RC Precast Building [PDF]
, 2020 Past earthquakes brought attention to the poor performance of precast reinforced concrete structures. One of the problems observed in those structures is related to the beam-to-column connections. The evaluation of different methodologies for the analysis of beam-to-column connections in industrial buildings is an important aspect that should be ...
Vitorino, Hugo +5 more
openaire +2 more sources
Energy Saving and Carbon Reduction in the Operation Stage of Cross Laminated Timber Residential Buildings in China [PDF]
, 2017 This paper focused on energy consumption and carbon emission for heating and cooling during a building’s operation stage, and examined the energy effects of using Cross Laminated Timber (CLT) as an alternative building material to reinforced concrete ...
Bergman +14 more
core +2 more sources
Damping and Natural Period Evaluation of Tall RC Buildings Using Full-Scale Data in Korea
Applied Sciences, 2020 In recent years, the main usage of reinforced concrete (RC) structures in Korea has shifted from low-rise residential and commercial buildings to high-rise buildings.
Taehyu Ha, Seung-Hoon Shin, Hongjin Kim
doaj +1 more source
Assessment of seismic strengthening solutions for existing low-rise RC buildings in Nepal [PDF]
, 2015 The main objective of this study is to analytically investigate the effectiveness of different strengthening solutions in upgrading the seismic performance of existing reinforced concrete (RC) buildings in Nepal.
Chaulagain, Hemchandra +3 more
core +1 more source
LDA-Based Model for Defect Management in Residential Buildings [PDF]
, 2019 This study systematically analyzes various defect patterns that occur during the warranty period of residential buildings using the loss distribution approach (LDA).
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