Modular systems have been mostly researched in relatively low-rise structures but, lately, their applications to mid- to high-rise structures began to be reviewed, and research interest in new modularization subjects has increased. The application of modular systems to mid- to high-rise structures requires the structural stability of the frame and connections that consist of units, and the eval...

Abstract A uniform and comprehensive classification system, often referred to as taxonomy, is fundamental for the characterization of building portfolios natural hazard risk assessment. taxonomy characterizes assets according attributes that can influence likelihood damage due effects hazards. Within scope Global Earthquake Model (GEM) initiative, a (GEM Building Taxonomy V2.0) was developed wi...

a bstr act The article presents three models of radical cultural practice: Adorno’s dissonant modernism, Brecht’s “functional transformation” or “refunctioning” of institutions through estrangement and dialectical realism, and Debord’s Situationist détournement of art, aiming to rupture and decolonize naturalized everyday life. The three models all begin with a critical appropriation of the tra...

High-rise buildings have been rapidly increasing worldwide due to insufficient land availability in populated areas and their primary role as essential modern cities capitals. However, high-rise are very complicated the huge number of structural components elements unlike low-rise buildings, well these demand high stability for safety design requirements. This paper aims provide brief informati...

The present work shows the implementation of a data collection strategy for characterizing large amounts buildings efficiently by conduction remote surveys on 360° panoramic images and aerial photographs. A set 7,296 from Latin American city San José, Costa Rica were studied characterized structural engineering point view, obtaining information like occupancy type, height, type lateral load res...

Abstract A computational study was conducted to examine the seismic performance of steel moment‐resisting frames (MRFs) provided with chevron concentric braces. Such systems are widely used for buildings in Japan. Nonlinear finite‐element‐method models were validated against data and observations from previously tested chevron‐braced MRF specimens. The conduct a parametric understand how cyclic...