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SIST EN 1998-5:2005/A101:2006

(Slovenian language)

Evrokod 8 – Projektiranje potresnoodpornih konstrukcij – 5. del: Temelji, oporne konstrukcije in geotehnični vidiki – Nacionalni dodatek

Evrokod 8 – Projektiranje potresnoodpornih konstrukcij – 5. del: Temelji, oporne konstrukcije in geotehnični vidiki – Nacionalni dodatek

Evrokod 8 – Projektiranje potresnoodpornih konstrukcij – 5. del: Temelji, oporne konstrukcije in geotehnični vidiki – Nacionalni dodatek

Nacionalni dodatek vsebuje alternativne postopke, vrednosti in priporočila za razrede z opombami, ki kažejo, kje evropski standard predvideva, da se lahko uveljavi nacionalna izbira. Zato dopolnilo
SIST EN 1998-5:2005/A101:2006 vsebuje nacionalno določene parametre, ki jih je treba uporabiti pri projektiranju stavb in gradbenih inženirskih objektov, zgrajenih v Republiki Sloveniji. Nacionalna izbira je v EN 1998-5:2004 dovoljena v:
(4), 3.1 (3), 4.1.4 (11), 5.2 (2)c

General Information

Status
Published In Revision
ICS
91.010.30 - Technical aspects
91.120.25 - Seismic and vibration protection
Technical Committee
KON - Structures
Current Stage
9800 - Izvirni SIST/ privzeti tuji dokument - Periodični pregled (Local Project)
Start Date
24-Jul-2012
Due Date
05-Oct-2012
Completion Date
03-Sep-2013
Directive
TP001 - Pravilnik o mehanski odpornosti in stabilnosti objektov
Ref Project

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SIST EN 1998-5:2005/A101:2006
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1.1.2  Obseg EN 1998-1
(1)EN 1998-1 se uporablja za projektiranje stavb in inženirskih objektov na potresnih območjih. Razdeljen je na 10 poglavij, od katerih so nekatera posebej namenjena projektiranju stavb.
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(6)Poglavje 10 vsebuje osnovne zahteve in druge ustrezne vidike pri projektiranju in zagotavljanju varnosti potresne izolacije, posebej potresne izolacije stavb.
OPOMBA:Posebna pravila za izolacijo mostov so navedena v EN 1998-2.
(7)Dodatek C vsebuje dodatne elemente, povezane s projektiranjem armature v betonskih ploščah sovprežnih nosilcev pomičnih okvirov v območju vozlišč nosilec-steber.
OPOMBA:   Dodatka A in B vsebujeta dodatne elemente, povezane z elastičnim spektrom pomika in ciljnim pomikom za nelinearno statično (“pushover”) analizo.

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