Towards Performance-Based Design of Masonry Buildings: Literature Review

被引:10
作者
Zeng, Bowen [1 ]
Li, Yong [1 ]
机构
[1] Univ Alberta, Dept Civil & Environm Engn, 9211-116 St, Edmonton, AB T6G 1H9, Canada
基金
加拿大自然科学与工程研究理事会;
关键词
performance-based design; masonry buildings; seismic behavior; experimental tests; analytical models; hysteretic behavior; EQUIVALENT FRAME MODEL; NONLINEAR INTERFACE ELEMENT; FINITE-ELEMENT; SHEAR WALLS; SEISMIC ANALYSIS; FRAGILITY FUNCTIONS; CONSTITUTIVE MODEL; PUSHOVER ANALYSIS; CONTINUUM MODEL; CYCLIC BEHAVIOR;
D O I
10.3390/buildings13061534
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
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. In recent decades, performance-based design (PBD) has gained increasing attention and achieved significant success in critical structures or infrastructure systems. Instead of being the first mover, the masonry research and practice community can be a faster follower in response to the design paradigm shift towards PBD for masonry buildings. A reliable performance assessment of masonry buildings is of paramount importance in the PBD framework. To facilitate this, this paper presents an up-to-date comprehensive literature review of experimental and analytical studies with emphasis on their contributions to advancement towards performance assessment of masonry buildings. This review categorized available works into two sub-topics: (1) traditional unreinforced masonry and (2) modern reinforced masonry. In each sub-topic, studies focusing on the structural behaviors of masonry at the component-level (i.e., masonry wall) are discussed first, followed by the building system-level-related studies. Through this literature review, the current state of the art and remaining research gaps are identified to provide guidance for future research needs and to pave the way for implementing PBD in the masonry industry.
引用
收藏
页数:45
相关论文
共 255 条
[1]   Numerical modeling of reinforced masonry walls under lateral loading at the component level response as opposed to system level response [J].
Abdellatif, Ahmed ;
Shedid, Marwan ;
Okail, Hussien ;
Abdelrahman, Amr .
AIN SHAMS ENGINEERING JOURNAL, 2019, 10 (02) :435-451
[2]   Simulating masonry wall behaviour using a simplified micro-model approach [J].
Abdulla, Kurdo F. ;
Cunningham, Lee S. ;
Gillie, Martin .
ENGINEERING STRUCTURES, 2017, 151 :349-365
[3]  
Abrams D., 1992, Cyclic load testing of unreinforced masonry walls
[4]  
Abrams D., 2001, PROGR STRUCTURAL ENG, V3, P48
[5]   Force-Based Beam Finite Element (FE) for the Pushover Analysis of Masonry Buildings [J].
Addessi, Daniela ;
Liberatore, Domenico ;
Masiani, Renato .
INTERNATIONAL JOURNAL OF ARCHITECTURAL HERITAGE, 2015, 9 (03) :231-243
[6]   An equilibrated macro-element for nonlinear analysis of masonry structures [J].
Addessi, Daniela ;
Mastrandrea, Alessandro ;
Sacco, Elio .
ENGINEERING STRUCTURES, 2014, 70 :82-93
[7]   Seismic vulnerability assessment and retrofitting of historic masonry building of Malek Timche in Tabriz Grand Bazaar [J].
Aghabeigi, Pouya ;
Farahmand-Tabar, Salar .
ENGINEERING STRUCTURES, 2021, 240
[8]   Lateral load testing of an existing two story masonry building up to near collapse [J].
Aldemir, Alper ;
Binici, Baris ;
Canbay, Erdem ;
Yakut, Ahmet .
BULLETIN OF EARTHQUAKE ENGINEERING, 2017, 15 (08) :3365-3383
[9]  
Allen C., BRICK BLOCK MASONRY, P26
[10]   Three-dimensional failure analysis of composite masonry walls [J].
Anand, SC ;
Yalamanchili, KK .
JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1996, 122 (09) :1031-1039