Results 31 to 40 of about 135,171 (291)

The Design of a semi-prefabricated LVL-concrete composite floor [PDF]

open access: yes, 2012
This paper describes the design of a novel semi-prefabricated LVL-concrete composite floor that has been developed in New Zealand. In this solution, the floor units made from LVL joists and plywood are prefabricated in the factory and transported to the ...
Fragiacomo, Massimo, Yeoh, David
core   +3 more sources

Effect of openings on infilled frame stiffness

open access: yesGrađevinar, 2015
It is widely known that the stiffness and strength of frames increases by incorporation of masonry infill panels without openings. The behaviour of partly infilled reinforced-concrete frames is analysed, taking into account dimensions and locations of ...
Fatih Cetisli
doaj   +1 more source

Study Of structural Behaviour And Residual Drift Of Concrete frames Reinforced With Shape Memory Alloy Rebar [PDF]

open access: yesJournal of Structural and Construction Engineering, 2019
Buildings in high seismic regions are prone to severe damage and collapse during earthquakes due to large lateral deformations. The use of superelastic shape memory alloys (SMAs) as reinforcements in concrete structures is gradually gaining interest ...
Masoud Mirtaheri   +3 more
doaj   +1 more source

Experimental investigation on the ultimate strength of partially infilled and steel-braced reinforced concrete frames [PDF]

open access: yes, 2013
Infilled walls are normally considered as nonstructural elements. However, these walls are effective in carrying lateral loads. In this regard, an experimental investigation was planned and conducted to study the effect of braced and partially concrete ...
Shailendra Damodar Dubey, Sunil Y Kute
core   +1 more source

Structural condition assessment of a reinforced concrete driveway [PDF]

open access: yesMATEC Web of Conferences, 2019
The reinforced concrete structure of a driveway built in the eighties of the 20th century is under consideration. It is a single-storey structure with a length of approx.
Berkowski Piotr, Dmochowski Grzegorz
doaj   +1 more source

Numerical Investigations of Progressive Collapse Behaviour of Multi-Storey Reinforced Concrete Frames

open access: yesBuildings, 2023
This paper presents numerical simulations of multi-storey reinforced concrete frames under progressive collapse scenarios. Reinforced concrete frames with different storeys are modelled using DIANA.
Qiao-Ling Fu   +3 more
doaj   +1 more source

A macro-element based practical model for seismic analysis of steel-concrete composite high-rise buildings [PDF]

open access: yes, 2013
This is the post-print version of the final paper published in Engineering Structures. The published article is available from the link below. Changes resulting from the publishing process, such as peer review, editing, corrections, structural formatting,
Bao   +22 more
core   +1 more source

Cyclic behavior of GFRP strengthened infilled RC frames with low and normal strength concrete

open access: yesScience and Engineering of Composite Materials, 2019
This paper presents the experimental behavior of plane, non-strengthened and glass fiber reinforced polymer (GFRP) strengthened infilled reinforced concrete (RC) frames with low strength concrete (LSC) and normal strength concrete (NSC) under lateral ...
Arslan Mehmet Emin   +2 more
doaj   +1 more source

Analysis of Concrete-Filled Steel Tube Reinforced Concrete Column-Steel Reinforced Concrete Beam Plane Frame Structure Subjected to Fire

open access: yesAdvances in Civil Engineering, 2021
The ABAQUS finite-element analysis platform was used to understand the mechanical behavior of concrete-filled steel tube reinforced concrete (CFSTRC) columns and steel reinforced concrete (SRC) beam plane frames under fire conditions.
Yanhong Bao, Bowen Chen, Lei Xu
doaj   +1 more source

Extending displacement-based earthquake loss assessment (DBELA) for the computation of fragility curves [PDF]

open access: yes, 2012
This paper presents a new procedure to derive fragility functions for populations of buildings that relies on the displacement-based earthquake loss assessment (DBELA) methodology.
Akkar   +31 more
core   +2 more sources

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