Processing

Please wait...

Settings

Settings

Goto Application

1. WO2002004765 - COLLAPSE-RESISTANT FRAME SYSTEM FOR STRUCTURES

Publication Number WO/2002/004765
Publication Date 17.01.2002
International Application No. PCT/US2001/021631
International Filing Date 10.07.2001
Chapter 2 Demand Filed 24.01.2002
IPC
E01D 19/00 2006.1
EFIXED CONSTRUCTIONS
01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
DBRIDGES
19Details of bridges
E04B 1/24 2006.1
EFIXED CONSTRUCTIONS
04BUILDING
BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
1Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
24the supporting parts consisting of metal
E04C 3/44 2006.1
EFIXED CONSTRUCTIONS
04BUILDING
CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
3Structural elongated elements designed for load-supporting
38Arched girders or portal frames
44of concrete or other stone-like material, e.g. with reinforcements or tensioning members
E04C 3/46 2006.1
EFIXED CONSTRUCTIONS
04BUILDING
CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
3Structural elongated elements designed for load-supporting
38Arched girders or portal frames
46of materials not covered by groups E04C3/40-E04C3/4487; of a combination of two or more materials
E04C 5/07 2006.1
EFIXED CONSTRUCTIONS
04BUILDING
CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
5Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
07Reinforcing elements of material other than metal, e.g. of glass, of plastics, or not exclusively made of metal
E04H 9/02 2006.1
EFIXED CONSTRUCTIONS
04BUILDING
HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
9Buildings, groups of buildings, or shelters, adapted to withstand or provide protection against, abnormal external influences, e.g. war-like action, earthquake, extreme climate
02withstanding earthquake or sinking of ground
CPC
E01D 19/00
EFIXED CONSTRUCTIONS
01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
DCONSTRUCTION OF BRIDGES, ; ELEVATED ROADWAYS; OR VIADUCTS; ASSEMBLY OF BRIDGES
19Structural or constructional details of bridges
E04B 1/2403
EFIXED CONSTRUCTIONS
04BUILDING
BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
1Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
24the supporting parts consisting of metal
2403Connection details of the elongated load-supporting parts
E04C 3/44
EFIXED CONSTRUCTIONS
04BUILDING
CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
3Structural elongated elements designed for load-supporting
38Arched girders or portal frames
44of concrete or other stone-like material, e.g. with reinforcements or tensioning members
E04C 3/46
EFIXED CONSTRUCTIONS
04BUILDING
CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
3Structural elongated elements designed for load-supporting
38Arched girders or portal frames
46of materials not covered by groups E04C3/40 - E04C3/44; of a combination of two or more materials
E04C 5/073
EFIXED CONSTRUCTIONS
04BUILDING
CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
5Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
07Reinforcing elements of material other than metal, e.g. of glass, of plastics, or not exclusively made of metal
073Discrete reinforcing elements, e.g. fibres
E04H 9/02
EFIXED CONSTRUCTIONS
04BUILDING
HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
9Buildings, or groups of buildings, or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake, extreme climate
02withstanding earthquake or sinking of ground
Applicants
  • THE REGENTS OF THE UNIVERSITY OF MICHIGAN [US]/[US] (AllExceptUS)
  • FISCHER, Gregor, D. [DE]/[US] (UsOnly)
  • LI, Victor, C. [US]/[US] (UsOnly)
Inventors
  • FISCHER, Gregor, D.
  • LI, Victor, C.
Agents
  • DELEVIE, Hugo, A.
Priority Data
60/217,03810.07.2000US
Publication Language English (en)
Filing Language English (EN)
Designated States
Title
(EN) COLLAPSE-RESISTANT FRAME SYSTEM FOR STRUCTURES
(FR) SYSTEME D'OSSATURE RESISTANT A L'AFFAISSEMENT POUR STRUCTURES
Abstract
(EN) A collapse-resistant frame system (10) for a bridge or building structure includes a plurality of mechanically-interconnected columns (12) and beams (14). At least the lowermost columns are formed of a material (28) that exhibits quasi-elastic behavior in response to seismic excitation, which the beams of the frame system are formed of a material (22) that exhibits elastic/plastic behavior, such that quasi-elastic flexure of the columns under seismic loading will cause plastic hinge formation in the beam ends (26) to thereby dissipate the rotational energy without significant plastic hinge formation in the column bases. In a disclosed embodiment, the column material is an engineered cementitious composite (ECC) matrix (30) reinforced with fiber-reinforced plastic (FRP) (32) to thereby provide a relatively-high flexural strength member having a relatively-lower flexural siffness and higher elastic deformation limit, while the beam material is an ECC matrix reinforced with mild steel rebar (34) to thereby provide a relatively-lower flexural strength member featuring high energy-absorbing capacity.
(FR) L'invention porte sur un système d'ossature résistant à l'affaissement (10) d'une structure de pont ou de bâtiment, ce système comprenant une pluralité de colonnes (12) et de poutres (14) à interconnexion mécanique. Au moins deux des colonnes les plus inférieures sont formées dans un matériau (28) qui présente un comportement quasi-élastique en réaction à une excitation sismique, les poutres du système d'ossature étant formées dans un matériau (22) qui présente un comportement élastique/plastique de sorte que la flexion quasi-élastique des colonnes sous la charge sismique forme une rotule plastique aux extrémités des poutres (26) afin de dissiper l'énergie rotationnelle sans que se forme une rotule plastique dans les bases des colonnes. Selon une réalisation préférée, le matériau des colonnes est une matrice (30) composite à base de ciment artificiel renforcée par un plastique armé (32) de façon à obtenir un élément résistant à une flexion relativement importante et ayant une rigidité à la flexion relativement faible et une limite à la déformation élastique plus importante. Le matériau des poutres est une matrice composite à base de ciment artificiel renforcée par une barre d'armature en acier doux de façon à obtenir un élément ayant une résistance à la flexion relativement faible et ayant une haute capacité à absorber l'énergie.
Related patent documents
Latest bibliographic data on file with the International Bureau