چکیده مقاله
The focus this paper is on consideration of the latest of New Zealand’s guideline of ’’Assessment of Structural Performance’’ especially ’’Existing Steel Structures’’ This guideline covers the topics about some details of typical steel building construction used in New Zealand, general guidance on the relationship between structural characteristic of the older steel framed buildings and their expected performance in several earthquakes, assessing the mechanical properties of steel members and components existing steel building, design philosophy and assumptions, assessment of member and connection design strength and rotation capacity, checking the minimum level of adequacy for moment resisting steel framed seismic resisting systems without infill panels MRSFs and reporting of the results Assessment Level 1 , checking the medium risk building adequacy for moment resisting steel framed seismic – resisting systems without infill panels MRSFs and reporting of the results Assessment Level2 , general concepts on the evaluation of existing braced steel framed CBF buildings This paper select different parts of the New Zealand’s guideline of assessment of existing steel buildings as a simple and also successful guideline, and furthermore will compare it with similar guideline which are more famous like FEMA 356 or EyroCode8, part3: Assessment and Retrofitting of Buildings, whenever is needed
کلیدواژهها
نویسندگان
Behrouz Shafei
MSc of Structural Engineering
Pierino Lestuzzi
Lecturer
Masoud Motavalli
Head of Structural Engineering Research Laboratory , EMPA, Dubendorf , Switzerland School of Civil Engineering , University of Tehran, Iran
Mahdi Zahrai
Assistant professor
شیوه ارجاع
Shafei, Behrouz and Lestuzzi, Pierino and Motavalli, Masoud and Zahrai, Mahdi,1385,The Consideration of the New Zealand's Guidelone of Seismic Assessment of Exiting Steel Buildings,7th International Congress on Civil Engineering,Tehran
ارائهشده در
مجموعه مقالات هفتمین کنگره بین المللی مهندسی عمران17 اردیبهشت 1385 · تهران