Reinforced concrete frames with unreinforced masonry infill walls represent a widely
adopted building system. During seismic events, infill walls, usually considered as non …

This paper presents a state-of-the-art review of the nonlinear modelling techniques available
today for describing the structural behaviour of masonry infills and their interaction with …

The effect of masonry infills on the seismic response of a four-storey reinforced concrete
frame has been studied using the N2 method. The method is based on pushover analysis …

The fundamental period is one of the most critical parameters for the seismic design of
structures. There are several literature approaches for its estimation which often conflict with …

Abstract Masonry-infilled (MI) panels, which serve as partitions in buildings, are normally
considered as architectural elements. Their weights are considered in progressive collapse …

Window and door openings are inevitable parts of infill walls for functional reasons.
Currently, publications like FEMA-273 and ATC-40 contain provisions for the calculation of …

The behavior of eleven half-scale, single-story masonry infilled reinforced concrete (RC)
frames under slow cyclic in-plane lateral loading was experimentally studied in two stages …

Infilled frames are usually modelled in the context of global building analysis using
simplified procedures without considering the aspects resulting from the interaction between …

Hasil Penelitian dan Pembahasan Page 62 BAB IV HASIL PENELITIAN DAN
PEMBAHASAN 4.1 Demografi Responden 1. Usia Peneliti melakukan pengelompokan usia …

Framed structures are usually infilled with masonry walls. They may cause a significant
increase in both stiffness and strength, reducing the deformation demand and increasing the …