Results 41 to 50 of about 9,048 (267)

Numerical Investigation on the Influence of In-Plane Damage on the Out-of-Plane Behavior of Masonry Infill Walls

open access: yesAdvances in Civil Engineering, 2020
This study presents a finite element model to investigate the bidirectional seismic behavior of masonry infill walls. The test data are utilized to verify the numerical model.
Xiaomin Wang   +3 more
doaj   +1 more source

Would RC wide-beam buildings in Spain have survived Lorca earthquake (11-05-2011)? [PDF]

open access: yes, 2016
Lorca earthquake (11-05-2011) is most destructive event recorded in Spain, causing nine fatalities and other severe consequences. Its important intensity was rather unexpected, and serious concern arose regarding risk of building stock in Spain.
Benavent Climent, Amadeo   +2 more
core   +2 more sources

Experimental testing of engineered masonry infill walls for post-earthquake structural damage control [PDF]

open access: yes, 2014
The paper presents the results of an experimental campaign on the behaviour of engineered masonry infill walls subjected to both in- and out-of-plane loading.
Giuriani, Ezio Pilar   +2 more
core   +1 more source

Out-of-Plane Response of Infill Masonry Walls [PDF]

open access: yesThe Open Construction and Building Technology Journal, 2012
The in-plane effect of infill walls on the structural response of reinforced concrete frames has been widely acknowledged via numerous experimental and numerical investigations and, as a result, the need to consider their effect on structural response has been acknowledged (indicated) in the latest generation of structural design codes worldwide.
openaire   +1 more source

Research on the Seismic Performance of Straw Panel-Infilled Concrete Frame by Shaking Table Test

open access: yesAdvances in Civil Engineering, 2021
Infill wall-frame interaction-induced damage and failure have been found in many previous earthquakes due to the inappropriate estimation of the stiffness of infill walls.
Jia Zhu, Yuling Bian, Aiping Zhou
doaj   +1 more source

Evaluation of the Seismic Behavior of RC Buildings through the Direct Modeling of Masonry Infill Walls

open access: yesBuildings, 2023
The direct modeling of masonry infill walls on many buildings, based on damage recorded by various past earthquakes, has become increasingly necessary in order to identify the seismic behavior of these elements, which constitute an important part of ...
Abdelkader Nour   +2 more
doaj   +1 more source

Redundancy In Steel Frames With Masonry Infill Walls

open access: yes, 2009
Structural redundancy is an interesting point in seismic design of structures. Initially, the structural redundancy is described as indeterminate degree of a system. Although many definitions are presented for redundancy in structures, recently the definition of structural redundancy has been related to the configuration of structural system and the ...
Hosein Ghaffarzadeh   +1 more
openaire   +1 more source

Untersuchungen an mit Mauerwerk ausgefachten Stahlbetonrahmen und neue Lösungsvorschläge [PDF]

open access: yes, 2016
The vulnerability of unreinforced masonry walls (URM) under seismic events, causing huge loss of money and human lives, has revealed the enormous need for an efficient strengthening material.
Leite, João Miguel Carvalho   +3 more
core   +1 more source

SEISMIC BEHAVIOR OF UNREINFORCED CONCRETE MASONRY INFILL WALLS

open access: yesProceedings of International Structural Engineering and Construction, 2021
The majority of new and existing building inventories in the Middle East consist of reinforced concrete skeletal structures with outer shells composed of unreinforced masonry infill walls. In the absence of any mandatory seismic design requirements, these buildings will sustain catastrophic damage when exposed to high seismic activity.
Ziad Azzi, Caesar Abi Shdid
openaire   +1 more source

Shake Table Response of Unreinforced Masonry and Reinforced Concrete Elements of Special Moment Resisting Frame

open access: yesAdvances in Civil Engineering, 2019
Half-scaled reinforced concrete frame of two storeys and two bays with unreinforced masonry (URM) infill walls was subjected to base excitation on a shake table for seismic performance evaluation.
Syed Azmat Ali Shah   +5 more
doaj   +1 more source

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