Enhancement of Himalayan irregular stone masonry buildings for resilient seismic design

نویسندگان

چکیده

In the Himalayan region of Nepal, stone masonry has been used for centuries as primary building material structures with or without mud mortar. three distinct remote rural villages, a thorough structural survey approximately 223 buildings was conducted an emphasis on their irregularities. The thickness walls frequently varied between floors, which caused mass Openings in front wall were not symmetrical vertical direction, in-plane discontinuity. There also out-of-plane offset irregularities due to cross ground floor. These irregular many aspects and constructed seismic considerations. This type construction is more susceptible earthquakes result these this study, examination typical using information obtained following 2015 Gorkha earthquake. database each typology prepared practice enhance design. use mud/cement mortar extremely sparse, timber bands at various heights along height inappropriate connection roof negligible. main community-learned improvements damage replacement gable metal sheet, reduction individual homes one story, lighter upper stories hotel buildings. Based regional techniques, non-linear finite models enhanced simulated. Due units, variability, constrained linear behavior, presents difficulties conducting detailed numerical analysis. development other materials, careful attention detail, found have significant potential seismically resilient form.

برای دانلود رایگان 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

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

Simplified indexes for the seismic vulnerability of ancient masonry buildings

This paper presents a contribution for the safety assessment of historical masonry buildings under seismic loading. Three different simplified safety indexes (in-plan area ratio, area to weight ratio and base shear ratio) are analyzed, taking into account a large sample of fifty-eight Portuguese churches. The sample of building has been organized according to the seismic zonation, from high to ...

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

Mceer Advanced Technology Research for next Generation Seismic Resilient Buildings

Over the last two decades, significant research effort has been directed toward the application of advanced technologies to improve the seismic performance of civil infrastructure. MCEER has played a role in that development. In this paper, we present an overview of the integrated MCEER research program aimed at the development of a new generation of seismic resilient buildings. While MCEER res...

متن کامل

Influence of initial spatial layout on seismic behavior of masonry buildings with curved roof systems

Early design decisions made on building configuration and spatial design affect seismic behavior of buildings. Therefore introducing design guidelines and empirical methods implemented to assess seismic behavior of buildings have been proposed as an appropriate approach. Such concept helps architects to take into the consideration that how their preliminary design decisions influence downstream...

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: Frontiers in Built Environment

سال: 2023

ISSN: ['2297-3362']

DOI: https://doi.org/10.3389/fbuil.2023.1086008