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rise-to-span ratio (12) 12
engineering, civil (6) 6
토목공학 (4) 4
behavior (3) 3
engineering, mechanical (3) 3
ratio of rise to span (3) 3
analysis (2) 2
arches (2) 2
buckling (2) 2
concrete-filled steel tube (2) 2
curved pair members (2) 2
equivalent column method (2) 2
initial crookedness (2) 2
large-space cylindrical reticulated shell (2) 2
rise to span ratio (2) 2
stability (2) 2
struts (2) 2
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arch (1) 1
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arch theory (1) 1
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ingenieurwesen (1) 1
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k6 suspendome (1) 1
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materials science, characterization & testing (1) 1
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parabolic arches (1) 1
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Engineering Failure Analysis, ISSN 1350-6307, 12/2019, Volume 106, p. 104158
Kiewitt-6 (K6) single-layer latticed dome scale models with rise-to-span ratios of 1/8 and 1/6 were developed to evaluate their progressive collapse dynamics.... 
Progressive collapse | Rise-to-span ratio | Finite element analysis | Steel consumption | Kiewitt-6 single-layer latticed dome | PERFORMANCE | BEHAVIOR | MATERIALS SCIENCE, CHARACTERIZATION & TESTING | CONNECTIONS | ENGINEERING, MECHANICAL | COLUMN REMOVAL
Journal Article
Thin-Walled Structures, ISSN 0263-8231, 08/2018, Volume 129, pp. 74 - 84
Investigations of in-plane nonlinear elastic buckling and postbuckling of parabolic shallow arches have been reported in some literature, where a basic... 
Curve arc differential | Rise-to-span ratio | Parabolic arches | Buckling | Strain expression | Postbuckling | ENGINEERING, CIVIL | HORIZONTAL SPRING SUPPORTS | BUCKLING ANALYSIS | LOAD | BEHAVIOR | SHALLOW ARCHES
Journal Article
Engineering Structures, ISSN 0141-0296, 07/2018, Volume 167, pp. 84 - 95
Several formulations for masonry arches were appearing since 18th century, mostly based on the acquired experience in bridge construction. That led to a... 
Masonry arch bridge | Rise-to-span ratio | Shallow arch | Backfill | Ultimate load | CAPACITY | ENGINEERING, CIVIL | SAFETY | BEHAVIOR | MASONRY ARCHES | Bridges | Analysis
Journal Article
by Li, Y and Xiao, RC and Sun, B
STRUCTURAL ENGINEERING AND MECHANICS, ISSN 1225-4568, 10/2017, Volume 64, Issue 2, pp. 225 - 232
Leaning-type arch bridge is a new spatial structural system composed of two vertical arches and two leaning arches. So far there has been no contrast analysis... 
ENGINEERING, CIVIL | parametric analysis | leaning angle of the leaning arch | leaning-type arch bridge | bending rigidities of arch ribs | rise-to-span ratio | ENGINEERING, MECHANICAL
Journal Article
Thin-Walled Structures, ISSN 0263-8231, 10/2016, Volume 107, pp. 248 - 256
Because of their geometrical shape, two-pinned steel arches (TPSAs) have special internal force distributions and deformations compared with conventional... 
Elevated temperature | Rise-to-span ratio | Two-pinned steel arch | Limit state | Catenary action | ENGINEERING, CIVIL | BEAMS | STRENGTH | Steel | Analysis | Constraints | Arches | Deflection | Fires | Mathematical models | Exposure | High temperature | Structural steels
Journal Article
International Journal of Steel Structures, ISSN 1598-2351, 11/2018, Volume 18, Issue 4, pp. 1306 - 1317
For determining the in-plane buckling resistance of a concrete-filled steel tubular (CFST) arch, the current technical code GB50923-2013 specifies the use of... 
In-plane stability | Concrete-filled steel tube | Truss arch | Rise-to-span ratio | Shear deformation | ENGINEERING, CIVIL | CONSTRUCTION & BUILDING TECHNOLOGY | 토목공학
Journal Article
International Journal of Space Structures, ISSN 0956-0599, 03/2014, Volume 29, Issue 1, pp. 1 - 7
Dynamic behaviour is one of the main controlling factors for the design of large single-layer lattice dome structures. Considering a single-layer lattice dome... 
Dynamic stability behaviour | Stiffness factor of substructure | Single-layer lattice domes | Rise to span ratio | Substructure | Dynamic buckling | Substructures | Frames | Domes | Lattices | Spacecraft | Dynamic stability | Space environment | Stiffness
Journal Article
Structural Engineering and Mechanics, ISSN 1225-4568, 02/2011, Volume 37, Issue 3, pp. 309 - 320
As a new type of large-span space structure, suspendome is composited of the upper single-layer reticulated shell and the lower cable-strut system. It has... 
Rise-to-span ratio | Static behavior | Prestress | Cross-sectional area | Stay bar length | Influence | K6 suspendome | stay bar length | cross-sectional area | static behavior | DESIGN | ENGINEERING, CIVIL | prestress | TENSEGRITY DOMES | rise-to-span ratio | ENGINEERING, MECHANICAL | influence
Journal Article
Jisuan Lixue Xuebao/Chinese Journal of Computational Mechanics, ISSN 1007-4708, 08/2010, Volume 27, Issue 4, pp. 698 - 703
Journal Article
Advanced Materials Research, ISSN 1022-6680, 01/2012, Volume 446-449, pp. 611 - 614
Studied the arch structure under vertical loads reasonable arch axis problem, regardless of the arch on the role of distributed load or concentrated load, the... 
Horizontal thrust | Optimal centre line of the arch | The ratio of rise to span | Pressure line | Arch structure
Journal Article
Tumu Jianzhu yu Huanjing Gongcheng/Journal of Civil, Architectural and Environmental Engineering, ISSN 1674-4764, 04/2010, Volume 32, Issue 2, pp. 64 - 70
Journal Article
Yingyong Lixue Xuebao/Chinese Journal of Applied Mechanics, ISSN 1000-4939, 03/2009, Volume 26, Issue 1, pp. 194 - 200
Journal Article
한국강구조학회 논문집, ISSN 1226-363X, 2004, Volume 16, Issue 6, pp. 759 - 768
Journal Article
Proceedings of the 4th International Conference on New Dimensions in Bridges, Flyovers, Overpasses and Elevated Structures, 2017, pp. 317 - 324
Conference Proceeding
Journal of Constructional Steel Research, ISSN 0143-974X, 04/1998, Volume 46, Issue 1-3, pp. 451 - 451
This paper presents the natural frequencies and dynamic behaviours of curved pair members tied with struts and truss members. Numerical calculation was carried... 
Natural frequency | two straight columns | natural mode shape | finite element method | QR method | struts | dynamic behaviors | curved pair members | rise-to-span ratio
Journal Article
土木学会論文集, ISSN 0289-7806, 2000, Volume 2000, Issue 647, pp. 143 - 154
This paper presents an analytical method based on the arch theory for the curved pair structures tied with struts subjected to axial compression. Numerical... 
arch theory | elastic buckling | curved pair members | struts | rise-to-span ratio
Journal Article
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