Results 31 to 40 of about 2,057,899 (328)

Comparison of Analytical Methods for Modelling Masonary Infill by Considering In-Plane and Out-of-Plane Interaction [PDF]

open access: yesJournal of Structural and Construction Engineering, 2021
Masonry infilled reinforced concrete frame buildings built prior to the introduction of modern seismic provisions have been observed to undergo damage in and around the masonry infill walls during most recent moderate to severe earthquakes.
Delaram Ostad, Jalil Shafaei
doaj   +1 more source

High-density support matrices: Key to the deep borehole disposal of spent nuclear fuel [PDF]

open access: yes, 2008
Deep (4–5 km) boreholes are emerging as a safe, secure, environmentally sound and potentially cost-effective option for disposal of high-level radioactive wastes, including plutonium.
Burley, D.   +4 more
core   +1 more source

Laboratory-Scale Investigation on Shear Behavior of Non-Persistent Joints and Joint Infill Using Lattice-Spring-Based Synthetic Rock Mass Model

open access: yesGeosciences, 2023
Discontinuities mainly control the mechanical behavior of rock mass and cause a significant reduction in the rock mass strength. Joint persistency and joint infill conditions are considered the most significant joint parameters that control the ...
Mariam Al-E’Bayat   +2 more
doaj   +1 more source

Assessment of Seismic Capacity for Reinforced Concrete Frames with Perforated Unreinforced Brick Masonry Infill Wall

open access: yes, 2020
Infill walls increase the strength and stiffness of the reinforced concrete frames, but they usually are not considering in design. However, when the infills are considered in the design, the opening for doors/windows necessitates investigation as well ...
M. Umar   +4 more
semanticscholar   +1 more source

Numerical and parametrical investigations of the behavior of composite steel plate shear walls with opening [PDF]

open access: yesمهندسی عمران شریف, 2021
The use of steel shear walls has been considered as a lateral load-bearing system in tall buildings. The significant advantage of Composite Steel Plate Shear Wall (CSPSW) is that the buckling of the infill steel plate, which is a serious disadvantage of ...
M. Ebadi Jamkhaneh, M. Ahmadi
doaj   +1 more source

Numerical Evaluation of the Behavior of Steel Frames with Gypsum Board Infill Walls

open access: yesAdvances in Civil Engineering, 2019
In this paper, the behavior of steel frames with gypsum board infill walls is studied through finite element simulation. For this purpose, a typical steel frame with infill wall which had been previously tested is considered as a benchmark model.
Mehrdad Movahednia   +2 more
doaj   +1 more source

Steel Plate Shear Wall with Different Infill Steel Plates [PDF]

open access: yesComputational Engineering and Physical Modeling, 2018
The steel plate shear wall (SPSW) system is one of the most common and acceptable lateral-resisting structural systems for steel structures. Although the advantages of SPSW over the other structural systems are somehow well-known, the wall-farm ...
Mohammad Hossein Kashefizadeh   +3 more
doaj   +1 more source

Seismic Performance of a Three-Story Reinforced Concrete Building with Masonry Infill Walls and Friction Base Support

open access: yesCivil Engineering Dimension, 2021
The stiffness of masonry infill walls is commonly neglected in design practice of Reinforced Concrete (RC) structures. In fact, the stiffness of masonry infill wall may significantly influence seismic performance and dynamic behavior of RC buildings. In
Pamuda Pudjisuryadi   +3 more
doaj   +1 more source

An Innovative Fire-Resistant Lightweight Concrete Infill Wall Reinforced with Waste Glass

open access: yesBuildings
In this paper, an innovative infill wall is proposed and examined experimentally and parametrically. The proposed wall has an innovative design and is constructed with lightweight concrete strengthened by waste glass.
A. Ghamari   +3 more
semanticscholar   +1 more source

Out-of-plane Proof Testing of Masonry Infill Walls [PDF]

open access: yesStructures, 2018
Proof testing of multiple fired-clay-brick unreinforced masonry (URM) infill walls set within reinforced concrete frames was undertaken using airbags to simulate out-of-plane (OOP) loading. The proof testing was conducted to provide engineers in various research and practitioner roles with verified wall behaviour for the purpose of seismic assessment ...
Dmytro Dizhur   +4 more
openaire   +3 more sources

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