An Overview of Research at HKU on HSRC Columns and Beam- Column Joints for Low-Medium Seismic-Risked Regions

Up to now building structures in Hong Kong (HK) are not required to resist earthquake effects. The design is based primarily on strength without taking into account any ductility consideration. Therefore, the resulting structures would have unpredictable inelastic performance when subject to overlo...

תיאור מלא

מידע ביבליוגרפי

Principais autores:	H.J. Pam, J.C.M. Ho, J. Li
פורמט:	Artigo
שפה:	Inglês
יצא לאור:	Electronic Journals for Science and Engineering - International 2008-03-01
סדרה:	Electronic Journal of Structural Engineering
נושאים:	Beam-column joint Ductility High-strength reinforced concrete Low-medium seismic risk
גישה מקוונת:	https://ejsei.com/EJSE/article/view/89
תגים:	הוספת תג אין תגיות, היה/י הראשונ/ה לתייג את הרשומה!