Results 11 to 20 of about 8,419 (279)
Probabilistic Vulnerability Assessment of Unreinforced Masonry Buildings
A. P. O’Donnell
openaire +2 more sources
Experimental study on compressive strength of Interlocking Hollow Block System (IHBS) using fly ash [PDF]
Interlocking Hollow Block System (IHBS) is a reasonable solution for conventional block masonry due to its structural ability and building capability.
Kepli Muizzatun Nasirah +5 more
doaj +1 more source
Out‐of‐plane reinforcement of masonry walls using joint-embedded steel cables [PDF]
The out-of-plane mechanism (rocking) of walls often causes fatalities and collapses of historic buildings during earthquakes. This paper addresses the problem of assessing the seismic resistance of walls subjected to out-of-plane bending, before and ...
Bisciotti, Giordano +2 more
core +2 more sources
Assessment of Selected Models for FRP-Retrofitted URM Walls under In-Plane Loads
One way to improve a structure’s total load-bearing capacity during an earthquake is to apply fiber-reinforced polymers (FRP) to unreinforced walls. The study discusses the use of FRP to strengthen unreinforced masonry (URM) structures.
Marijana Hadzima-Nyarko +3 more
doaj +1 more source
Towards Performance-Based Design of Masonry Buildings: Literature Review
Masonry is among the most widely used construction materials around the world. Contemporary masonry buildings are primarily designed to comply with prescriptive building code regulations.
Bowen Zeng, Yong Li
doaj +1 more source
This paper provides information related to the sensor measurements obtained from an unreinforced masonry building subjected to incremental dynamic shake-table tests at the EUCENTRE facilities in Pavia, Italy.
Stylianos Kallioras +4 more
doaj +1 more source
This research presents a comprehensive nonlinear quasi-static seismic assessment of an unreinforced rubble masonry building, Bytown Museum in Ottawa, Canada, using discontinuum-based analyses.
Elyse Hamp +4 more
doaj +1 more source
Masonry buildings are generally vulnerable to seismic action, as evidenced extensively in past earthquakes. In order to improve their seismic performance, several modifications have been introduced, such as reinforcing or confining the masonry.
Rohit Kumar Adhikari +2 more
doaj +1 more source
SEISMIC BASE ISOLATION FOR REDUCING SEISMIC RISK OF ARCHITECTURAL HERITAGE BUILDINGS [PDF]
The paper analyses the applicability of seismic base isolation made of elastomeric bearings for the seismic mitigation of architectural heritage buildings.
Vojko Kilar, Simon Petrvočič
doaj +1 more source
Dynamic one-sided out-of-plane behavior of unreinforced-masonry wall restrained by elasto-plastic tie-rods [PDF]
Past earthquakes have shown the high vulnerability of existing masonry buildings, particularly to out-of-plane local collapse mechanisms. Such mechanisms can be prevented if façades are restrained by tie rods improving the connections to perpendiculars ...
Al Shawa, Omar +2 more
core +1 more source

