共找到 507 条与 金属结构工程 相关的标准,共 34 页
This National Annex contains the specific parameter for the use of DIN EN 1999-1-1 in Germany as well as references to additional non-conflicting national rules for the design according to DIN EN 1999-1-1.
National Annex - Nationally determined parameters - Eurocode 9: Design of aluminium structures - Part 1-1: General rules
Hydropower Engineering Unit Engineering Quality Grade Assessment Standards Part 2: Metal Structure and Hoist Installation Engineering
According to EN 1993-6 certain parameters may be defined by the national CEN-member bodys. This national annex contains specific parameters which apply for Germany.
National Annex - Nationally determined parameters - Eurocode 3: Design of steel structures - Part 6: Crane supporting structures
This National Annex contains the specific parameter for the use of DIN EN 1999-1-1 in Germany as well as references to additional non-conflicting national rules for the design according to DIN EN 1999-1-1.
National Annex - Nationally determined parameters - Eurocode 9: Design of aluminium structures - Part 1-1: General rules, Amendment A1
(1) Part 4-2 of Eurocode 3 provides principles and application rules for the structural design of vertical cylindrical, conical and pedestal above ground steel tanks for the storage of liquid products with the following characteristics: a) tanks with capacity greater than 100 m3 (100000 l); b) tanks that have significant fabrication or assembly on site; c) shop-fabricated tanks with conical bottoms, supported on skirts or columns; d) tanks with characteristic internal pressures above the liquid surface not more negative than -0,1 bar and not greater than 0,5 bar; e) design metal temperatures limited to the ranges: 1) tanks constructed using structural steel grades, -50 °C >T < +300 °C; 2) tanks constructed using austenitic stainless steels, -165 °C > T < +300 °C; 3) tanks constructed with special steel grades that have defined yield strengths up to higher temperatures, -165 °C > T < the maximum defined temperature for the grade; 4) tanks susceptible to failure by fatigue, T < 150 °C; f) in cylindrical ground-supported tanks, the maximum design liquid level not higher than the top of the cylindrical shell. (2) This Part 4-2 is concerned only with the requirements for resistance and stability of steel tanks. Other design requirements are covered by EN 14015 for ambient temperature tanks and by EN 14620 for cryogenic tanks, and by EN 1090 for fabrication and erection considerations. These other requirements include foundations and settlement, fabrication, erection and testing, functional performance, and details like man-holes, flanges, and filling devices. (3) Provisions concerning the special requirements of seismic design are provided in EN 1998-4 (Eurocode 8 Part 4 Design of structures for earthquake resistance: Silos, tanks and pipelines), which complements the provisions of Eurocode 3 specifically for this purpose. (4) The design of a supporting structure for a tank is dealt with in EN 1993-1-1. (5) The design of an aluminium roof structure on a steel tank is dea
Eurocode 3: Design of steel structures - Part 4-2: Tanks; German version EN 1993-4-2:2007 + AC:2009 + A1:2017
Part 4.1 of Eurocode 3 provides principles and application rules for the structural design of steel silos of circular or rectangular plan-form, being free standing or supported.
Eurocode 3: Design of steel structures - Part 4-1: Silos; German version EN 1993-4-1:2007 + AC:2009 + A1:2017
According to EN 1993-1-1 certain parameters may be defined by the national CEN-member bodys. This national annex contents specific parameters which apply for Germany.
National Annex - Nationally determined parameters - Eurocode 3: Design of steel structures - Part 1-1: General rules and rules for buildings
Eurocode 3 - Design of steel structures - Part 1-6: Strength and Stability of Shell Structures; German version EN 1993-1-6:2007 + AC:2009 + A1:2017
Eurocode 3 - Design of steel structures - Part 1-5: Plated structural elements; German version EN 1993-1-5:2006 + AC:2009 + A1:2017
National Annex - Nationally determined parameters - Eurocode 9: Design of aluminium structures - Part 1-1: General rules
National Annex - Nationally determined parameters - Eurocode 3: Design of steel structures - Part 1-3: General rules - Supplementary rules for cold-formed members and sheeting
Technical regulations for safety inspection of steel structure transmission towers
Technical regulations for safety inspection of steel structure petrochemical towers
Technical regulations for safety testing of outdoor advertising steel structure facilities
Technical specification for safety inspection of steel structure TV tower
Eurocode 9 - Design of aluminium structures - Part 1-5: Shell structures; German version EN 1999-1-5:2007 + AC:2009
Color steel plate for building decoration
National Annex - Nationally determined parameters - Eurocode 3: Design of steel structures - Part 1-4: General rules - Supplementary rules for stainless steels
National Annex - Nationally determined parameters - Eurocode 3: Design of steel structures - Part 3-2: Towers, masts and chimneys - Chimneys
Design specifications for water stop devices for gates in hydropower projects
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