Seismic assessment of a reconstructed historic masonry structure: A case study on the ruins of Bigali castle mosque built in the early 1800s

2021 ◽  
Vol 39 ◽  
pp. 102240
Author(s):  
Baris Gunes ◽  
Turgay Cosgun ◽  
Baris Sayin ◽  
Oguz Ceylan ◽  
Atakan Mangir ◽  
...  
Keyword(s):  
Masonry Structure ◽  
Seismic Assessment ◽  
Historic Masonry

FEMA approaches in seismic assessment of jacket platforms (case study: Ressalat jacket of Persian gulf)

2009 ◽  
Vol 65 (10-11) ◽  
pp. 1979-1986 ◽  
Author(s):  
Ali Akbar Golafshani ◽  
Mohammad Reza Tabeshpour ◽  
Younes Komachi
Keyword(s):  
Persian Gulf ◽  
Seismic Assessment

Seismic assessment of interacting structural units in complex historic masonry constructions by nonlinear static analyses

2019 ◽  
Vol 213 ◽  
pp. 51-71 ◽  
Author(s):  
Stefania Degli Abbati ◽  
Antonio Maria D'Altri ◽  
Daria Ottonelli ◽  
Giovanni Castellazzi ◽  
Serena Cattari ◽  
...  
Keyword(s):  
Seismic Assessment ◽  
Structural Units ◽  
Historic Masonry ◽  
Nonlinear Static

scholarly journals Seismic vulnerability of historic masonry buildings: a case study in the center of Lucca

2018 ◽  
Vol 11 ◽  
pp. 169-176 ◽  
Author(s):  
Sonia Boschi ◽  
Andrea Borghini ◽  
Barbara Pintucchi ◽  
Nicola Zani
Keyword(s):  
Seismic Vulnerability ◽  
Masonry Buildings ◽  
Historic Masonry

A Simple Method of Calculating Safety Vibrating Velocity for Single-Layer Masonry Structures in Blasting Construction

2013 ◽  
Vol 353-356 ◽  
pp. 1907-1913
Author(s):  
Xin Ying Ai ◽  
Li Hua Xu ◽  
Jia Li Yu
Keyword(s):  
Single Layer ◽  
Masonry Structure ◽  
Combined Loading ◽  
Vibration Velocity ◽  
Masonry Structures ◽  
Simple Method ◽  
Change Rate ◽  
Loading Mode ◽  
Foundation Vibration

Blasting-induced seismic wave imposes cyclic loadings on adjacent buildings and structures with a combined loading mode of tension, compression, bending, shear and torsion, and it leads to flaking of floated coat, wall cracking, developing of original cracks, etc. This paper presents a blasting case study for the excavation of Wucun tunnel in Xiamen Success Avenue. Field monitoring and numerical calculation of a typical brick masonry structure are adopted to analyze the relationships among the maximum structural displacement, peak vibration velocity of blasting-induced foundation vibration and the change rate of crack width. On the basis of the study above, a method of calculating the safe vibrating velocity for single-layer masonry structure is proposed. Meanwhile, a suggested value of the safe vibrating velocity for single-layer masonry structure is given. All the research results can be useful for the similar construction and research.

Sign in / Sign up

Export Citation Format

Share Document