Towards Performance-Based Design of Masonry Buildings: Literature Review

نویسندگان

چکیده

Masonry is among the most widely used construction materials around 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 first mover, research practice community can be a faster follower response paradigm shift towards PBD for buildings. A reliable performance assessment paramount importance framework. To facilitate this, this paper presents an up-to-date comprehensive literature review experimental analytical studies emphasis on their contributions advancement This categorized available works into two sub-topics: (1) traditional unreinforced (2) modern reinforced masonry. each sub-topic, focusing structural behaviors at component-level (i.e., wall) discussed first, followed by system-level-related studies. Through review, current state art remaining gaps identified provide guidance future needs pave way implementing industry.

برای دانلود باید عضویت طلایی داشته باشید

برای دانلود متن کامل این مقاله و بیش از 32 میلیون مقاله دیگر ابتدا ثبت نام کنید

اگر عضو سایت هستید لطفا وارد حساب کاربری خود شوید

منابع مشابه

Towards Displacement-Based Seismic Design of Modern Unreinforced Masonry Structures

Unreinforced masonry (URM) structures are known to be rather vulnerable to seismic loading. Modern URM buildings with reinforced concrete (RC) slabs might, however, have an acceptable seismic performance for regions of low to moderate seismicity. In particular in countries of moderate seismicity it is often difficult to demonstrate the seismic safety of modern URM buildings by means of force-ba...

متن کامل

A COMPREHENSIVE APPROACH TOWARDS THE CLASSIFICATION OF CRACKS IN UN-REINFORCED MASONRY BUILDINGS

Cracks emerge due to various forces or stresses. After discerning the cracks preferably by non-destructive techniques, there is a need to find the reason for their appearance. With very exact analysis of the shape, form and dimension of the cracks and their location on the structural elements, we can deduce the reason for their formation.  This makes, proposing a suitable solution for preventin...

متن کامل

A COMPREHENSIVE APPROACH TOWARDS THE CLASSIFICATION OF CRACKS IN UN-REINFORCED MASONRY BUILDINGS

Cracks emerge due to various forces or stresses. After discerning the cracks preferably by non-destructive techniques, there is a need to find the reason for their appearance. With very exact analysis of the shape, form and dimension of the cracks and their location on the structural elements, we can deduce the reason for their formation. This makes, proposing a suitable solution for preventing...

متن کامل

Seismic Design of Box-Type Unreinforced Masonry Buildings Through Direct Displacement-Based Approach

In the last decade, displacement-based seismic design procedures have been recognised to be effective alternatives to force-based design (FBD) methods. Indeed, displacement based design (DBD) may allow the structural engineer to get more realistic predictions of local and global deformations of the structure, and hence damage, under design earthquakes. This facilitates the achievement of perfor...

متن کامل

Uncertainty in Seismic Capacity of Masonry Buildings

Seismic assessment of masonry structures is plagued by both inherent randomness and model uncertainty. The former is referred to as aleatory uncertainty, the latter as epistemic uncertainty because it depends on the knowledge level. Pioneering studies on reinforced concrete buildings have revealed a significant influence of modeling parameters on seismic vulnerability. However, confidence in me...

متن کامل

ذخیره در منابع من


  با ذخیره ی این منبع در منابع من، دسترسی به آن را برای استفاده های بعدی آسان تر کنید

ژورنال

عنوان ژورنال: Buildings

سال: 2023

ISSN: ['2075-5309']

DOI: https://doi.org/10.3390/buildings13061534