2019
DOI: 10.1016/j.engstruct.2019.109394
|View full text |Cite
|
Sign up to set email alerts
|

Design and form-finding of compression structures with prestressing tendons

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
2
1
1
1

Citation Types

0
8
0

Year Published

2019
2019
2024
2024

Publication Types

Select...
7

Relationship

2
5

Authors

Journals

citations
Cited by 8 publications
(8 citation statements)
references
References 24 publications
0
8
0
Order By: Relevance
“…The force density method was later modified and further developed by different researchers to give rise to a number of new form-finding methodologies, based on static equilibrium. Some of these are the geometric stiffness method [123], thrust network analysis [124,125], topological mapping for tension and compression structures [126][127][128], and the form-finding of compression structures with pre-stressing tendons [129]. Additionally, based on dynamic equilibrium, methods such as dynamic relaxation [130,131] and particle spring systems appeared [132].…”
Section: Freeform Structuresmentioning
confidence: 99%
See 1 more Smart Citation
“…The force density method was later modified and further developed by different researchers to give rise to a number of new form-finding methodologies, based on static equilibrium. Some of these are the geometric stiffness method [123], thrust network analysis [124,125], topological mapping for tension and compression structures [126][127][128], and the form-finding of compression structures with pre-stressing tendons [129]. Additionally, based on dynamic equilibrium, methods such as dynamic relaxation [130,131] and particle spring systems appeared [132].…”
Section: Freeform Structuresmentioning
confidence: 99%
“…Examples of compression-only structures are unreinforced domes and vaults [134]. Examples of hybrid structures are tensegrity structures, or compression structures with pre-stressing tendons [129].…”
Section: Freeform Structuresmentioning
confidence: 99%
“…On the contrary, in compression structures [28] all the members are in compression (q < 0) and the self-weight is the dominant load (see Figure 1.d). Compression structures with tensions members (Figure 1.a) is a new type of structures recently introduced by the authors [29] composed by a compression structure and tensions members that connect two points of the compression structure. As…”
Section: Equilibrium Of Tensegrity Structuresmentioning
confidence: 99%
“…In both tension (Figure 1.e) and compression (Figure 1.d) structures the corresponding matrix D is nonsingular and the form-finding problem is well-solved ( [27] and [28] respectively). In compression structures with tension members matrix D can be singular and some additional conditions must be taken into account regarding its condition number [29].…”
Section: Rank Deficiencymentioning
confidence: 99%
“…23 Other authors have also pointed out that mixture of tension and compression elements makes the behavior of funicular structures both interesting and challenging. Attractive examples include compression vaults with edge rings as well as other non-conventional structures, 27 cable-strut structures, compression structures with prestressed tendons, 25 and tensegrity structures.…”
Section: Introductionmentioning
confidence: 99%