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Deformation Capacity Assessment for RC Columns Designed and Detailed According to Romanian Practice

Record Type:	Language materials, printed: analytic (component part)
Author:	Popa, Viorel
Alternative Intellectual Responsibility:	Coţofană, Dragoş
Statement of Responsibility:	Viorel Popa, Dragoş Coţofană
Notes:	Evaluarea capacităţii de deformare a stâlpilor de beton armat calculate şi detaliate conform procedurilor româneşti
Language:	English
Part of:	BULLETIN of the Technical University of Civil Engineering Bucharest. Bucureşti, 2000-2003. An 2004, Nr.1, p.53-63
Subject:	armare
Subject:	capacitate de deformare
Subject:	deplasare
Subject:	forţa de forfecare
Subject:	stâlp de beton armat
Subject:	tensiune axială
Notes:	Evaluarea capacităţii de deformare a stâlpilor de beton armat calculate şi detaliate conform procedurilor româneşti

POPA, Viorel; COŢOFANĂ, Dragoş

Deformation Capacity Assessment for RC Columns Designed and Detailed According to Romanian Practice / Viorel Popa, Dragoş Coţofană
Evaluarea capacităţii de deformare a stâlpilor de beton armat calculate şi detaliate conform procedurilor româneşti
Evaluarea capacităţii de deformare a stâlpilor de beton armat calculate şi detaliate conform procedurilor româneşti.
În: BULLETIN of the Technical University of Civil Engineering Bucharest. : Structural mechanics and structural engineering. An 2004, Nr.1, p.53-63 . ─ Bucureşti : Universitatea Tehnică de Construcţii, 2000-2003.

POPA, Viorel
Coţofană, Dragoş

armare capacitate de deformare deplasare forţa de forfecare stâlp de beton armat tensiune axială

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327 $a Evaluarea capacităţii de deformare a stâlpilor de beton armat calculate şi detaliate conform procedurilor româneşti
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606 $2 UTCB $3 82399 $7 ba0yba0a $8 rumrum $a armare
606 $2 UTCB $3 84009 $7 ba0yba0a $8 rumrum $a capacitate de deformare
606 $2 UTCB $3 88105 $7 ba0yba0a $8 rumrum $a deplasare
606 $2 UTCB $3 91613 $7 ba0yba0a $8 rumrum $a forţa de forfecare
606 $2 UTCB $3 107096 $7 ba0yba0a $8 rumrum $a stâlp de beton armat
606 $2 UTCB $3 108699 $7 ba0yba0a $8 rumrum $a tensiune axială
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701 $3 16217 $a Coţofană $b Dragoş
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