EP0355356A1 - Erdbebensichere Metallgebäudekonstruktion - Google Patents

Erdbebensichere Metallgebäudekonstruktion Download PDF

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Publication number
EP0355356A1
EP0355356A1 EP89112515A EP89112515A EP0355356A1 EP 0355356 A1 EP0355356 A1 EP 0355356A1 EP 89112515 A EP89112515 A EP 89112515A EP 89112515 A EP89112515 A EP 89112515A EP 0355356 A1 EP0355356 A1 EP 0355356A1
Authority
EP
European Patent Office
Prior art keywords
section
beams
frame according
reduction
columns
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
EP89112515A
Other languages
English (en)
French (fr)
Other versions
EP0355356B1 (de
Inventor
André Plumier
Raymond Baus
René Pepin
Jean-Baptiste Schleich
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.)
Arcelor Luxembourg SA
Original Assignee
Arbed SA
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 Arbed SA filed Critical Arbed SA
Priority to AT89112515T priority Critical patent/ATE72288T1/de
Publication of EP0355356A1 publication Critical patent/EP0355356A1/de
Application granted granted Critical
Publication of EP0355356B1 publication Critical patent/EP0355356B1/de
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • 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
    • E04H9/0237—Structural braces with damping devices
    • 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
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2442—Connections with built-in weakness points
    • 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
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2448—Connections between open section profiles
    • 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
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B2001/2496—Shear bracing therefor

Definitions

  • the invention relates to an earthquake-resistant metal frame consisting of columns and profiles, possibly provided with concrete.
  • the computational forces representing the action of an earthquake on a construction are in a given geographical area and for a given structure - proportional to the mass of the construction - function of the vibratory characteristics of the structure (natural periods) - dependent on the capacity of the structure to absorb the energy of the earthquake in stable mechanisms, of the plastic patella type, called "dissipative zones".
  • the Calculation Codes define a certain number of conditions to be respected in order to be entitled to the weakest calculation forces and, consequently, to the lightest structures. These conditions relate to - the topology of the structures, - the section slender sections and - the dimensions of the assemblies; these must be such that the dissipative zones are located outside the assemblies, because the latter are generally incapable of developing a stable and ductile plastic mechanism.
  • R fy represents the plastic moment M p of the bars.
  • R fy is the normal plastic force N p of the bars. This is a very restrictive condition, leading to costly assemblies, difficult if not impossible to achieve.
  • the object of the invention is to propose a metal frame having excellent behavior during an earthquake while being light, of simple and economical construction.
  • Figs. 1 and 2 there is a column 1 connected via an end plate 2 to a beam 3.
  • the connection end plate-beam is usually made by welding while the end plate is bolted to the column.
  • a Code requirement requires that the dissipative zones be located in the beams and not in the columns.
  • the section of the beam near the assembly 4 has been reduced over a length 1 equal to the height h of the beam. This length is in fact the minimum length necessary for the formation of a plastic ball joint.
  • the extent of the shrinkage 5 can be worth around 30% of the width b of the beams' wings.
  • the minimum distance from the start of the narrowing to the assembly 4 is of the order of a quarter of the width of the wings of the beam.
  • the reduction in effective cross-section of the beam can also take the form of a reduction in cross-section by drilling or by punching multiple holes 6, as shown in FIG. 3.
  • a part of a trellis structure is distinguished.
  • the stretched diagonals 42 are made with angles.
  • the upper frame 41 constituted by U-shaped profiles, is connected by means of a gusset 43 and angles 44 and 45 to the column 40.
  • the invention here takes on a particularly elegant appearance by providing a reduction in section 46 in the stretched diagonals 42 intended to constitute a dissipative zone which is reliable in traction.
  • a dissipative zone can be provided towards each end of the stretched diagonals. For reasons of economy of manufacture, they are only provided near one of the ends, in general that which is fixed to the upper chord.
  • the stretched diagonal 42 has a reduction in effective section due to a multitude of holes 47.
  • Fig. 6 shows a simpler trellis structure, in which the upper member 41 is directly fixed to the gusset 43. Similarly, the gusset 43 is directly welded to the column 40.
  • the reduction in effective section 48 here consists of an ellipsoidal cut in the edge of one of the two wings of each angle. One can also perform a less pronounced removal in the two wings of an angle.
  • the proposed solution leads on the one hand to a loss of useful cross section of the diagonals which can reach 50%, but the reduction factor on the design forces is 4 if the lattice structure can be considered dissipative.
  • the overall result therefore remains a reduction in the steel used for the diagonals by a factor of the order of 2.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Business, Economics & Management (AREA)
  • Emergency Management (AREA)
  • Environmental & Geological Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Rod-Shaped Construction Members (AREA)
EP89112515A 1988-08-24 1989-07-08 Erdbebensichere Metallgebäudekonstruktion Expired - Lifetime EP0355356B1 (de)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT89112515T ATE72288T1 (de) 1988-08-24 1989-07-08 Erdbebensichere metallgebaeudekonstruktion.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
LU87320 1988-08-24
LU87320A LU87320A1 (fr) 1988-08-24 1988-08-24 Charpente metallique antisismique

Publications (2)

Publication Number Publication Date
EP0355356A1 true EP0355356A1 (de) 1990-02-28
EP0355356B1 EP0355356B1 (de) 1992-01-29

Family

ID=19731085

Family Applications (1)

Application Number Title Priority Date Filing Date
EP89112515A Expired - Lifetime EP0355356B1 (de) 1988-08-24 1989-07-08 Erdbebensichere Metallgebäudekonstruktion

Country Status (7)

Country Link
US (1) US5148642A (de)
EP (1) EP0355356B1 (de)
JP (1) JPH0288833A (de)
AT (1) ATE72288T1 (de)
DE (1) DE68900793D1 (de)
ES (1) ES2029099T3 (de)
LU (1) LU87320A1 (de)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AU702826B2 (en) * 1995-12-18 1999-03-04 Engineering Certifiers Limited Ductile-failure anchors for concrete elements
US6956144B2 (en) 1999-12-09 2005-10-18 Waikatolink Limited Honey based wound dressing
EP2440717A1 (de) 2009-06-12 2012-04-18 NV Bekaert SA Hochdehnbare fasern
CN104790677A (zh) * 2015-05-07 2015-07-22 中建钢构有限公司 钢结构超长小截面钢柱安装防失稳可调节临时连系梁
CN108775083A (zh) * 2018-07-09 2018-11-09 东南大学 预制梁塑性铰区外连接的装配式混凝土框架结构及施工方法

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US5590506A (en) * 1993-05-03 1997-01-07 Cunningham; John Earthquake-resistant architectural system
JP3126093B2 (ja) * 1994-06-17 2001-01-22 ナショナル・サイエンス・カウンシル 鉄骨構造物の柱梁接合部
US5595040A (en) * 1994-07-20 1997-01-21 National Science Council Beam-to-column connection
US6237303B1 (en) * 1995-04-11 2001-05-29 Seismic Structural Design Steel frame stress reduction connection
US5680738A (en) * 1995-04-11 1997-10-28 Seismic Structural Design Associates, Inc. Steel frame stress reduction connection
US7047695B2 (en) 1995-04-11 2006-05-23 Seismic Structural Design Associates, Inc. Steel frame stress reduction connection
US6012256A (en) * 1996-09-11 2000-01-11 Programmatic Structures Inc. Moment-resistant structure, sustainer and method of resisting episodic loads
TW328553B (en) * 1996-11-21 1998-03-21 Nat Science Council Shock resistant steel beam and column connector
JPH11280150A (ja) * 1998-03-30 1999-10-12 Shimizu Corp 耐震型柱・梁接合構造
JPH11280147A (ja) * 1998-03-30 1999-10-12 Shimizu Corp 耐震型柱・梁接合構造
JP2000081085A (ja) * 1998-09-04 2000-03-21 Mitsubishi Heavy Ind Ltd 履歴型ダンパーを備えた構造部材
US6516583B1 (en) * 1999-03-26 2003-02-11 David L. Houghton Gusset plate connections for structural braced systems
US6840016B1 (en) 1999-08-03 2005-01-11 Imad H. Mualla Device for damping movements of structural elements and a bracing system
WO2002004765A1 (en) * 2000-07-10 2002-01-17 The Regents Of The University Of Michigan Collapse-resistant frame system for structures
US6427393B1 (en) * 2001-01-26 2002-08-06 Sinotech Engineering Consultants, Inc. Seismic-resistant beam-to-column moment connection
JP4644386B2 (ja) * 2001-06-06 2011-03-02 新日本製鐵株式会社 柱・梁接合構造
US6591573B2 (en) 2001-07-12 2003-07-15 David L. Houghton Gusset plates connection of beam to column
DE10136551A1 (de) * 2001-07-27 2003-02-13 Richter System Gmbh & Co Kg Zugstrebe für Gebäude
US7305799B2 (en) * 2002-05-29 2007-12-11 Sme Steel Contractors, Inc. Bearing brace apparatus
US7174680B2 (en) 2002-05-29 2007-02-13 Sme Steel Contractors, Inc. Bearing brace apparatus
US6604640B1 (en) * 2002-05-31 2003-08-12 Stow International N.V. Storage system
TW593850B (en) * 2002-10-04 2004-06-21 Lo Mao Bending moment resistant structure with supporting member and method for the same
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TWI262229B (en) * 2004-02-02 2006-09-21 Chong-Shien Tsai Multi-section earthquake protection device
CA2669774C (en) * 2004-04-27 2012-11-13 Robert J. Simmons Beam end weld preparation
US8001734B2 (en) * 2004-05-18 2011-08-23 Simpson Strong-Tie Co., Inc. Moment frame links wall
US7930866B2 (en) 2004-08-02 2011-04-26 Tac Technologies, Llc Engineered structural members and methods for constructing same
US8266856B2 (en) 2004-08-02 2012-09-18 Tac Technologies, Llc Reinforced structural member and frame structures
US7721496B2 (en) 2004-08-02 2010-05-25 Tac Technologies, Llc Composite decking material and methods associated with the same
US8065848B2 (en) 2007-09-18 2011-11-29 Tac Technologies, Llc Structural member
EP1778929A4 (de) 2004-08-02 2008-12-31 Tac Technologies Llc Technische tragelemente und herstellungsverfahren dafür
US8656685B2 (en) * 2005-03-08 2014-02-25 City University Of Hong Kong Structural members with improved ductility
US8297023B2 (en) * 2006-08-30 2012-10-30 William M Collins Stackable column assemblies and methods of construction
US8365476B2 (en) * 2007-12-28 2013-02-05 Seismic Structural Design Associates, Inc. Braced frame force distribution connection
JP5670111B2 (ja) * 2009-09-04 2015-02-18 東京エレクトロン株式会社 Ｘ線発生用ターゲット、ｘ線発生装置、及びｘ線発生用ターゲットの製造方法
US9506239B2 (en) 2012-11-30 2016-11-29 Mitek Holdings, Inc. Gusset plate connection in bearing of beam to column
MY178556A (en) 2012-11-30 2020-10-16 Mitek Holdings Inc Gusset plate connection of beam to column
CN103821224B (zh) * 2014-02-25 2016-04-06 中国电力科学研究院 高阻尼型钢混凝土框架
CN103821233B (zh) * 2014-02-25 2016-04-06 中国电力科学研究院 高阻尼型钢混凝土节点
US9527572B2 (en) * 2014-06-26 2016-12-27 The Boeing Company Elongated structures and related assemblies
US9556608B2 (en) 2014-08-12 2017-01-31 Dale Smith Roof erection system and assembly kit
WO2016036564A1 (en) 2014-09-02 2016-03-10 Brigham Young University Moment-resiting frames, kits for assembling the same, and methods of repairing the same
US9464427B2 (en) * 2015-01-23 2016-10-11 Columbia Insurance Company Light gauge steel beam-to-column joint with yielding panel zone
US10113768B2 (en) 2015-01-23 2018-10-30 Mitek Holdings, Inc. Insulated panel assembly
KR101630235B1 (ko) * 2015-02-09 2016-06-14 주식회사 태영피씨엠 안전성이 강화된 피씨 트러스 벽체 구조물 및 이를 이용한 지하구조물 시공방법
CN104775536A (zh) * 2015-03-18 2015-07-15 成都绿迪科技有限公司 梁柱柔性连接件
US20160356033A1 (en) 2015-06-03 2016-12-08 Mitek Holdings, Inc Gusset plate connection of braced beam to column
US10760261B2 (en) 2015-12-09 2020-09-01 Durafuse Frames, Llc Beam-to-column connection systems and moment-resisting frames including the same
US10689876B2 (en) 2015-12-09 2020-06-23 Durafuse Frames, Llc Beam-to-column connection systems and moment-resisting frames including the same
US20170314254A1 (en) 2016-05-02 2017-11-02 Mitek Holdings, Inc. Moment resisting bi-axial beam-to-column joint connection
US11236502B2 (en) 2016-10-03 2022-02-01 Mitek Holdings, Inc. Gusset plate and column assembly for moment resisting bi-axial beam-to-column joint connections
US10179991B2 (en) 2016-10-03 2019-01-15 Mitek Holdings, Inc. Forming column assemblies for moment resisting bi-axial beam-to-column joint connections
CN106593059B (zh) * 2017-01-11 2022-02-01 东南大学 一种狗骨式节点梁端屈曲约束装置
JP6976653B2 (ja) * 2017-09-29 2021-12-08 株式会社横河Ｎｓエンジニアリング 耐軸力部材
JP7213623B2 (ja) * 2018-04-26 2023-01-27 Ｊｆｅスチール株式会社 間柱ダンパー
US10907374B2 (en) * 2018-04-27 2021-02-02 Seismic Structural Design Associates Retrofit designs for steel beam-to-column connections

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Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AU702826B2 (en) * 1995-12-18 1999-03-04 Engineering Certifiers Limited Ductile-failure anchors for concrete elements
US6956144B2 (en) 1999-12-09 2005-10-18 Waikatolink Limited Honey based wound dressing
USRE42755E1 (en) 1999-12-09 2011-09-27 Apimed Medical Honey Limited Honey based wound dressing
EP2440717A1 (de) 2009-06-12 2012-04-18 NV Bekaert SA Hochdehnbare fasern
CN104790677A (zh) * 2015-05-07 2015-07-22 中建钢构有限公司 钢结构超长小截面钢柱安装防失稳可调节临时连系梁
CN108775083A (zh) * 2018-07-09 2018-11-09 东南大学 预制梁塑性铰区外连接的装配式混凝土框架结构及施工方法

Also Published As

Publication number Publication date
LU87320A1 (fr) 1990-03-13
ATE72288T1 (de) 1992-02-15
ES2029099T3 (es) 1992-07-16
JPH0288833A (ja) 1990-03-29
EP0355356B1 (de) 1992-01-29
US5148642A (en) 1992-09-22
DE68900793D1 (de) 1992-03-12

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