MXPA01013030A - Metodo de analisis de diseno de estructuras de refuerzo antisismicas, y el medio de almacenamiento. - Google Patents

Metodo de analisis de diseno de estructuras de refuerzo antisismicas, y el medio de almacenamiento.

Info

Publication number
MXPA01013030A
MXPA01013030A MXPA01013030A MXPA01013030A MXPA01013030A MX PA01013030 A MXPA01013030 A MX PA01013030A MX PA01013030 A MXPA01013030 A MX PA01013030A MX PA01013030 A MXPA01013030 A MX PA01013030A MX PA01013030 A MXPA01013030 A MX PA01013030A
Authority
MX
Mexico
Prior art keywords
earthquake
proof reinforcement
reinforcement structure
storage medium
analysis method
Prior art date
Application number
MXPA01013030A
Other languages
English (en)
Inventor
Anzai Hajime
Original Assignee
Nihonkai Lng Co Ltd
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 Nihonkai Lng Co Ltd filed Critical Nihonkai Lng Co Ltd
Publication of MXPA01013030A publication Critical patent/MXPA01013030A/es

Links

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
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G23/00—Working measures on existing buildings
    • E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
    • E04G23/0218—Increasing or restoring the load-bearing capacity of building construction elements
    • G—PHYSICS
    • G06—COMPUTING; CALCULATING OR COUNTING
    • G06F—ELECTRIC DIGITAL DATA PROCESSING
    • G06F30/00—Computer-aided design [CAD]
    • 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
    • E04B2001/2463—Connections to foundations
    • G—PHYSICS
    • G06—COMPUTING; CALCULATING OR COUNTING
    • G06F—ELECTRIC DIGITAL DATA PROCESSING
    • G06F2113/00—Details relating to the application field
    • G06F2113/14—Pipes

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Theoretical Computer Science (AREA)
  • Physics & Mathematics (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Electrochemistry (AREA)
  • Computer Hardware Design (AREA)
  • Evolutionary Computation (AREA)
  • Geometry (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • General Physics & Mathematics (AREA)
  • Chemical & Material Sciences (AREA)
  • Business, Economics & Management (AREA)
  • Emergency Management (AREA)
  • Environmental & Geological Engineering (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Working Measures On Existing Buildindgs (AREA)
  • Supports For Pipes And Cables (AREA)
  • Pipeline Systems (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Management, Administration, Business Operations System, And Electronic Commerce (AREA)

Abstract

Se selecciona un miembro de una estructura de refuerzo antisismica con referencia a la relacion de intensidad del esfuerzo permisible del miembro, se establece una relacion del factor de ductilidad permisible como una amplificacion de la deformacion por el refuerzo antisismico del miembro seleccionado, un incremento en la carga en un rango de plasticidad, el cual actua en el miembro seleccionado, se calcula en la base de la relacion del factor de ductilidad establecida, y se obtiene una relacion de intensidad del esfuerzo permisible correspondiente. Cuando la relacion de intensidad del esfuerzo permisible obtenida se define como un valor maximo de 1.0, el incremento correspondiente en la carga en el rango de plasticidad se especifica como una carga limite en la cual colapsa el miembro seleccionado.
MXPA01013030A 2000-12-25 2001-12-17 Metodo de analisis de diseno de estructuras de refuerzo antisismicas, y el medio de almacenamiento. MXPA01013030A (es)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2000393357A JP3493178B2 (ja) 2000-12-25 2000-12-25 耐震補強構造の設計方法、記憶媒体

Publications (1)

Publication Number Publication Date
MXPA01013030A true MXPA01013030A (es) 2004-05-21

Family

ID=18859173

Family Applications (1)

Application Number Title Priority Date Filing Date
MXPA01013030A MXPA01013030A (es) 2000-12-25 2001-12-17 Metodo de analisis de diseno de estructuras de refuerzo antisismicas, y el medio de almacenamiento.

Country Status (9)

Country Link
US (1) US7040176B2 (es)
EP (1) EP1219763A3 (es)
JP (1) JP3493178B2 (es)
KR (1) KR100520318B1 (es)
CN (1) CN1198997C (es)
CA (1) CA2365035A1 (es)
MX (1) MXPA01013030A (es)
PE (1) PE20020645A1 (es)
TW (1) TW564280B (es)

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JP5179084B2 (ja) * 2007-03-30 2013-04-10 旭化成ホームズ株式会社 建物の構造余裕度設定支援システム
JP2009145995A (ja) * 2007-12-11 2009-07-02 Toshiba It Service Kk 免震装置設置床評価システム
CN102033023B (zh) * 2010-10-09 2013-04-24 北京交通大学 一种密肋复合墙的抗震设计方法
JP5827778B2 (ja) * 2011-06-27 2015-12-02 学校法人慶應義塾 非線形構造用荷重伝達解析装置
TWI477678B (zh) * 2011-10-17 2015-03-21 Univ Nat Kaohsiung Applied Sci Seismic building structure
JP5943614B2 (ja) * 2012-01-16 2016-07-05 株式会社Ｌｉｘｉｌ 開口付き耐力壁の許容せん断耐力の算出方法、開口付き耐力壁の設計方法、開口付き耐力壁の許容せん断耐力の演算装置、及び開口付き耐力壁の許容せん断耐力の算出プログラム
US9835744B2 (en) * 2012-10-16 2017-12-05 Colorado School Of Mines Virtual electrode current injection using seismic focusing and seismoelectric conversion
CN103116709A (zh) * 2013-03-08 2013-05-22 山东理工大学 减振器环形阀片周向应力的计算方法
CN103106349A (zh) * 2013-03-08 2013-05-15 山东理工大学 减振器环形阀片径向应力的计算方法
CN103294919B (zh) * 2013-05-31 2016-03-02 山东理工大学 减振器环形叠加阀片在非均布压力下确定径向应力的方法
JPWO2015140890A1 (ja) * 2014-03-17 2017-04-06 日立機材株式会社 柱構造及びベース部材
WO2015140892A1 (ja) 2014-03-17 2015-09-24 日立機材株式会社 柱構造及びベース部材
US9255408B2 (en) 2014-03-17 2016-02-09 Hitachi Metals Techno, Ltd. Column structure and base member
CN104213635B (zh) * 2014-08-27 2015-12-09 广东省建筑设计研究院 建筑体系张弦结构中预应力索失效下的防连续倒塌设计方法
JP6542012B2 (ja) * 2015-04-08 2019-07-10 東京電力ホールディングス株式会社 変電所屋外鉄構の耐震性簡易評価方法
CN104850532B (zh) * 2015-05-15 2018-03-09 中国电力科学研究院 压弯构件的极限荷载的计算方法
CN105160055B (zh) * 2015-07-07 2018-01-16 重庆大学 一种基于位移的框架结构的抗震设计方法
JP6567368B2 (ja) * 2015-09-01 2019-08-28 センクシア株式会社 既存柱の補強構造および補強方法
CN105138806B (zh) * 2015-10-08 2018-01-16 山东理工大学 油气弹簧不等厚环形阀片的强度校核方法
CN105279319B (zh) * 2015-10-08 2018-01-05 山东理工大学 油气弹簧不等厚环形阀片最大周向应力的计算方法
CN105260533B (zh) * 2015-10-08 2018-01-05 山东理工大学 油气弹簧不等厚环形阀片变形的计算方法
CN105160136B (zh) * 2015-10-08 2017-12-29 山东理工大学 油气弹簧不等厚环形阀片最大径向应力的计算方法
CN105893702B (zh) * 2016-04-27 2018-11-30 山东理工大学 端部接触式少片根部加强型主副簧各片应力的计算方法
US10533338B2 (en) * 2017-05-11 2020-01-14 Katerra, Inc. Connector for use in inter-panel connection between shear wall elements
CN107401287A (zh) * 2017-07-19 2017-11-28 青岛理工大学 一种基于应力转移分析的建筑物加固方法
CN111159805B (zh) * 2019-12-26 2023-02-21 黄河水利委员会黄河水利科学研究院 水闸闸室结构抗震安全分析方法
CN111622369A (zh) * 2020-06-10 2020-09-04 上海大学 一种防屈曲约束支撑钢框架结构的优化设计方法
CN113340727B (zh) * 2021-05-24 2022-11-11 机械工业第九设计研究院股份有限公司 一种无损检测建筑物混凝土力学参数的装置及方法
CN113740172B (zh) * 2021-09-14 2024-04-30 中建八局第一建设有限公司 一种钢构组合柱加载试验装置
CN115324341B (zh) * 2022-08-22 2023-10-27 湖南嘉晟住建科技有限公司 钢混组合梁的施工方法
KR102505492B1 (ko) * 2022-10-06 2023-03-03 건국대학교 산학협력단 정적변위를 활용한 내폭구조물의 내폭설계방법 및 이에 의하여 설계된 내폭구조물
KR102524603B1 (ko) * 2022-11-02 2023-04-21 한국안전기술연합(주) 건설 현장의 가설 울타리의 설치 시 필요한 정보를 제공하는 방법 및 장치
CN116337383B (zh) * 2023-05-29 2023-07-21 安特利智能科技有限公司 一种抗震支架的抗震性能检测装置
CN116861710B (zh) * 2023-09-04 2023-11-10 长江勘测规划设计研究有限责任公司 一种升船机齿条传力系统的内力计算和强度校核方法
CN117822935A (zh) * 2024-01-16 2024-04-05 中建二局第三建筑工程有限公司 一种既有无梁楼盖新增框架梁的改造结构及施工工艺

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Also Published As

Publication number Publication date
KR100520318B1 (ko) 2005-10-14
KR20020053009A (ko) 2002-07-04
US7040176B2 (en) 2006-05-09
JP3493178B2 (ja) 2004-02-03
TW564280B (en) 2003-12-01
US20020095275A1 (en) 2002-07-18
EP1219763A2 (en) 2002-07-03
PE20020645A1 (es) 2002-07-10
CN1361342A (zh) 2002-07-31
CA2365035A1 (en) 2002-06-25
EP1219763A3 (en) 2004-07-28
CN1198997C (zh) 2005-04-27
JP2002194894A (ja) 2002-07-10

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