FR2396129A1 - Structure architecturale de securite a haute resistance - Google Patents

Structure architecturale de securite a haute resistance

Info

Publication number
FR2396129A1
FR2396129A1 FR7720143A FR7720143A FR2396129A1 FR 2396129 A1 FR2396129 A1 FR 2396129A1 FR 7720143 A FR7720143 A FR 7720143A FR 7720143 A FR7720143 A FR 7720143A FR 2396129 A1 FR2396129 A1 FR 2396129A1
Authority
FR
France
Prior art keywords
cables
high resistance
distinct
security structure
architectural security
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
FR7720143A
Other languages
English (en)
Other versions
FR2396129B1 (fr
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to FR7720143A priority Critical patent/FR2396129A1/fr
Publication of FR2396129A1 publication Critical patent/FR2396129A1/fr
Application granted granted Critical
Publication of FR2396129B1 publication Critical patent/FR2396129B1/fr
Granted legal-status Critical Current

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/19—Three-dimensional framework structures
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
    • E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
    • E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/19—Three-dimensional framework structures
    • E04B2001/1924—Struts specially adapted therefor
    • E04B2001/1927—Struts specially adapted therefor of essentially circular cross section
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/19—Three-dimensional framework structures
    • E04B2001/1981—Three-dimensional framework structures characterised by the grid type of the outer planes of the framework
    • E04B2001/1984—Three-dimensional framework structures characterised by the grid type of the outer planes of the framework rectangular, e.g. square, grid
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/19—Three-dimensional framework structures
    • E04B2001/1996—Tensile-integrity structures, i.e. structures comprising compression struts connected through flexible tension members, e.g. cables

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Business, Economics & Management (AREA)
  • Emergency Management (AREA)
  • Environmental & Geological Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Abstract

La présente invention a pour objet une liaison entre des éléments architecturaux, liaison constituée de tirants maintenant les éléments à distance sans aucun contact mutuel dans une position d'équilibre stable, quelle que soit la direction des efforts exercés sur ladite liaison. Elle est caractérisée en ce qu'elle est constituée de plusieurs sytèmes de tirants conjugués, chaque système assurant indépendamment des autres la stabilité de la liaison, chaque système étant constitué de quatre tirants par élément (trait de même nature sur la figure, par exemple, système de tirants eF, e'G', fG, f'E', gE, g'F') issus de quatre points d'attache distincts - deux points extrêmes et deux points intermédiaires (sur la figure pour l'élément EE' : e,e' E,E') - aboutissant à deux éléments voisins chacun des deux en deux points distincts, chaque tirant reliant un point extrême d'un élément à un point intérmédiaire d'un élément voisin. Plusieurs systèmes de tirants conjugués peuvent avoir en commun leurs points extrêmes (cas de la figure) ou leurs points intermédiaires.
FR7720143A 1977-06-30 1977-06-30 Structure architecturale de securite a haute resistance Granted FR2396129A1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
FR7720143A FR2396129A1 (fr) 1977-06-30 1977-06-30 Structure architecturale de securite a haute resistance

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
FR7720143A FR2396129A1 (fr) 1977-06-30 1977-06-30 Structure architecturale de securite a haute resistance

Publications (2)

Publication Number Publication Date
FR2396129A1 true FR2396129A1 (fr) 1979-01-26
FR2396129B1 FR2396129B1 (fr) 1983-05-27

Family

ID=9192790

Family Applications (1)

Application Number Title Priority Date Filing Date
FR7720143A Granted FR2396129A1 (fr) 1977-06-30 1977-06-30 Structure architecturale de securite a haute resistance

Country Status (1)

Country Link
FR (1) FR2396129A1 (fr)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4614502A (en) * 1985-03-11 1986-09-30 Nelson William A Telescoping strut members and tendons for constructing tensile integrity structures
FR2648895A1 (fr) * 1989-06-23 1990-12-28 Debeaux Pierre Structure tridimensionnelle a geometrie variable, et applications

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR1377291A (fr) * 1963-04-10 1964-11-06 Structures linéaires autotendantes
FR1377290A (fr) * 1963-04-10 1964-11-06 Construction de réseaux autotendants
US3169611A (en) * 1960-03-14 1965-02-16 Kenneth D Snelson Continuous tension, discontinuous compression structures
US3354591A (en) * 1964-12-07 1967-11-28 Fuller Richard Buckminster Octahedral building truss
FR1519240A (fr) * 1967-04-17 1968-03-29 Combinaison de solides à éléments rigides non jointifs pour la réalisation de structures tridimensionnelles
FR1560367A (fr) * 1967-12-18 1969-03-21
US3866366A (en) * 1973-08-07 1975-02-18 Richard Buckminster Fuller Non-symmetrical tension-integrity structures

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3169611A (en) * 1960-03-14 1965-02-16 Kenneth D Snelson Continuous tension, discontinuous compression structures
FR1377291A (fr) * 1963-04-10 1964-11-06 Structures linéaires autotendantes
FR1377290A (fr) * 1963-04-10 1964-11-06 Construction de réseaux autotendants
US3354591A (en) * 1964-12-07 1967-11-28 Fuller Richard Buckminster Octahedral building truss
FR1519240A (fr) * 1967-04-17 1968-03-29 Combinaison de solides à éléments rigides non jointifs pour la réalisation de structures tridimensionnelles
FR1560367A (fr) * 1967-12-18 1969-03-21
US3866366A (en) * 1973-08-07 1975-02-18 Richard Buckminster Fuller Non-symmetrical tension-integrity structures

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4614502A (en) * 1985-03-11 1986-09-30 Nelson William A Telescoping strut members and tendons for constructing tensile integrity structures
FR2648895A1 (fr) * 1989-06-23 1990-12-28 Debeaux Pierre Structure tridimensionnelle a geometrie variable, et applications

Also Published As

Publication number Publication date
FR2396129B1 (fr) 1983-05-27

Similar Documents

Publication Publication Date Title
Klingner et al. Infilled frames in earthquake-resistant construction
AT353721B (de) Verankerungsmittel, insbesondere fuer beton- verbundtraeger
ES469481A1 (es) Una estructura perfeccionada de torre de alta mar.
MY8100245A (en) Offshore tower construction and erection method
FR2396129A1 (fr) Structure architecturale de securite a haute resistance
Skow et al. A survey of analytical and experimental techniques to predict aircraft dynamic characteristics at high angles of attack
PL209420A1 (pl) Sposob zakotwienia elementu wzmacniajacego w otworze i uklad zaprawowy do zakotwienia elementu wzmacniajacego w otworze
BR7706377A (pt) Aperfeicoamento em viga,aperfeicoamento em processo de fazer uma viga e aperfeicoamento em construcao de edificio
SU567782A1 (ru) Фундамент сооружени башенного типа
GB948094A (en) Improvements in or relating to pre-stressed structures
Tzavelis Seismic reliability analysis of rigid frame structures.
Garza et al. Review of holographic techniques for structural analysis.
JPS5231541A (en) Method of constructing marine structure
GB778074A (en) Improvements in or relating to building constructions
DK151571C (da) Fremgangsmaade til fremstilling af ankerstaenger eller ankertraade samt anvendelse af disse til jord- og klippeankre.
VEKEY Timber-framed houses: Interaction between frame and cladding brickwork subject to lateral loads
Ahmadi-Kashani Three dimensional cable elements.
Chiu et al. Vibration of Towers as Related to Wind Pulses
O'NEIL The High and Low Art of Rudolph Schindler
Bamberger et al. Acoustic testing of cables
Nilsson Impact loads produced by human motion. Part 1: background and experimental investigation
White Analysis of Stresses in an Elliptic Ring
KWOK Assessment of environmental wind conditions by wind tunnel model studies(buildings)
Foughner A Full-Scale Ground Wind Load Program
Bashford An investigation of surface stresses of an asphaltic concrete by photoelastic methods

Legal Events

Date Code Title Description
ST Notification of lapse