Results 31 to 40 of about 556,274 (213)

Energy Saving and Carbon Reduction in the Operation Stage of Cross Laminated Timber Residential Buildings in China [PDF]

open access: yes, 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

Nonlinear Static and Dynamic Analyses of RC Buildings

open access: yesInternational Journal of Civil Engineering, 2018
This study aims to compare pushover and nonlinear time history analyses for existing low- and mid-rise RC buildings to better understand the applicability limits, advantages and disadvantages of nonlinear static and dynamic analyses. The 4- and 7-story buildings designed according to the pre-modern and modern Turkish Earthquake Codes represent the ...
İnel, Mehmet, Cayci, B.T., Meral, E.
openaire   +5 more sources

Real-Time Hybrid Test Using Two-Individual Actuators to Evaluate Seismic Performance of RC Frame Model Controlled by AMD

open access: yesFrontiers in Built Environment, 2020
The seismic responses of a single-story reinforced concrete (RC) frame building model under control using an active mass damper (AMD) are demonstrated through a real-time hybrid simulation (RTHS) method.
Yoichi Mukai   +4 more
doaj   +1 more source

STUDY ON THE STABILITY ANALYSIS OF RC FRAME BUILDINGS

open access: yesInternational Journal of Advances in Scientific Research and Engineering, 2017
Buckling is instability of column under compression, any axial member that supports compressive load. In most of the buckling analysis applied loads, structural properties and material properties are considered certain. The buckling load factor (BLF) or effective length factor (K-factor) is one of important parameters in design of column or beam-column
Naveen Kumar D T1, Jagadish G Kori
openaire   +2 more sources

CNCRP Manual Based Seismic Evaluation and Retrofitting of Existing RC Buildings: A Case Study [PDF]

open access: yesJournal of Rehabilitation in Civil Engineering
Recent seismic incidents in Turkey have raised concerns among engineers about the potential performance of existing buildings in earthquakes. Due to its location in a somewhat active seismic region, Bangladesh is susceptible to experiencing catastrophic ...
Debasish Sen   +2 more
doaj   +1 more source

Coupling Non-Gravitational Fields with Simplicial Spacetimes

open access: yes, 2010
The inclusion of source terms in discrete gravity is a long-standing problem. Providing a consistent coupling of source to the lattice in Regge Calculus (RC) yields a robust unstructured spacetime mesh applicable to both numerical relativity and quantum ...
Bossavit A   +13 more
core   +1 more source

Finite element model updating of a RC building considering seismic response trends [PDF]

open access: yes, 2013
ACKNOWLEDGEMENTS The authors would like to thank their supporters. GeoNet staff, particularly Dr Jim Cousins, Dr S.R. Uma and Dr Ken Gledhill, helped with access to seismic data and building information.
Butt, F., Omenzetter, P.
core   +1 more source

Seismic Analysis and Design of a Multi-Storey Building Located in Haql City, KSA [PDF]

open access: yesJournal of Soft Computing in Civil Engineering, 2017
Recently the design of RC building to mitigate seismic loads has received great attention. Since Saudi Arabia has low to moderate seismicity, most of the buildings were designed only for gravity load.
Mohammed Ismaeil   +3 more
doaj   +1 more source

Combined Flexural and Shear Strengthening of RC T-Beams with FRP and TRM: Experimental Study and Parametric Finite Element Analyses

open access: yesBuildings, 2021
Due to inadequacies of reinforcement design in older structures and changes in building codes, but also the change of building use in existing structures, reinforced concrete (RC) beams often require upgrading during building renovation.
Daniel A. Pohoryles   +2 more
doaj   +1 more source

Dependence of RC high-rise buildings response on the earthquake intensity

open access: yesGrađevinar, 2015
The relationship between the ground motion intensity measure, IM, and the engineering demand parameter, EDP, is analysed in the paper so as to identify and define the most efficient EDP-IM relationships for RC high-rise buildings. A 30-story RC high-rise
Jelena Pejović, Srđan Janković
doaj   +1 more source

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