For thousands of years, arches have been used as durable structures that are easy to build and that rely on gravity for their inherent stability. Since then, many researchers and engineers have studied their stability either when subjected to gravity or inertial loading. Currently, given the Insight mission to Mars and the ambitious Artemis program to the Moon, it has become apparent that there will soon be the need to design and build the first resilient extraterrestrial structures and arches represent an ideal option for such structures. This paper focuses on the stability of parabolic arches with different embrace angles subjected to different levels of equivalent inertial loading in low-gravity conditions. The results are contrasted wit...
Curved structures have enabled masons, engineers and architects to carry heavy loads and cover large...
The advent of Limit States Design has created the necessity for a better understanding of how struct...
The classic snap-through problem of shallow arches is revisited using the so-called generalised path...
For thousands of years, arches have been used as durable structures that are easy to build and that ...
This paper is motivated by the renewed interest in space exploration and the need to provide structu...
In this paper, we compute the location of the imminent hinges and the minimum thickness, t, of a cir...
p. 2780-2792This paper deals with curved beams, particularly, parabolic arches defined in global co...
Arches are elegant and efficient structural forms that can be used in a wide variety of applications...
The limit analysis of masonry structures is a topic of great interest and relevance, as these struct...
This paper presents analytical estimates of the behavior exhibited by curved, archlike structures un...
Radially deployable arches may be created by using various types of units. However, for any deployab...
Thesis (M.Eng.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering...
The safety level of masonry arches (and domes) is severely affected by displacements and/or rotation...
In this paper a new numerical approach for determining admissible thrust curves for masonry arches i...
Classical buckling theory has been researched extensively to determine the in-plane buckling behavio...
Curved structures have enabled masons, engineers and architects to carry heavy loads and cover large...
The advent of Limit States Design has created the necessity for a better understanding of how struct...
The classic snap-through problem of shallow arches is revisited using the so-called generalised path...
For thousands of years, arches have been used as durable structures that are easy to build and that ...
This paper is motivated by the renewed interest in space exploration and the need to provide structu...
In this paper, we compute the location of the imminent hinges and the minimum thickness, t, of a cir...
p. 2780-2792This paper deals with curved beams, particularly, parabolic arches defined in global co...
Arches are elegant and efficient structural forms that can be used in a wide variety of applications...
The limit analysis of masonry structures is a topic of great interest and relevance, as these struct...
This paper presents analytical estimates of the behavior exhibited by curved, archlike structures un...
Radially deployable arches may be created by using various types of units. However, for any deployab...
Thesis (M.Eng.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering...
The safety level of masonry arches (and domes) is severely affected by displacements and/or rotation...
In this paper a new numerical approach for determining admissible thrust curves for masonry arches i...
Classical buckling theory has been researched extensively to determine the in-plane buckling behavio...
Curved structures have enabled masons, engineers and architects to carry heavy loads and cover large...
The advent of Limit States Design has created the necessity for a better understanding of how struct...
The classic snap-through problem of shallow arches is revisited using the so-called generalised path...