Journal of Earthquake Engineering, Vol. 9, No. 6 (2005) 777–804 c Imperial College Press FRAGILITY ASSESSMENT OF SLAB-COLUMN CONNECTIONS IN EXISTING NON-DUCTILE REINFORCED…
Reported by Sarah Jane S. Pahimnayan Definition: A horizontal beam forming the base of a triangular truss for a pitched roof, connecting the two side walls and supporting…
CONSTRUCTION AND DESIGN OF MULTISTOREY BUILDING AT UNITECH LTD SUBMITTED BY: ABHIMANYU PARIDA 1040241 UNDER THE GUINDANCE OF RAJIV GUPTA FACULTY COORDINATOR Projects Undertaken…
6 DAYS CYCLE TIME OF WORK SEQUENCE ON TYPICAL LOOR DAY 1 : 1. 2. 3. 4. Install column zone 1 reinforcement Column zone 1 shuttering Install table form, phase 1 zone 1 Casting…
1. 1 2. STEPS INVOLVED IN A CONSTRUCTIONWORKSITE CLEARANCELEVELLINGCENTRE LINE MARKINGEXCAVATIONPCC WORKFOOTINGSSM WORKPLINTH BEAM AND SLAB2 3. ERECTION…
1. Earthquake Design Considerations By Dr. N. Subramanian 3rd Nov. 2012 Dr. N. Subramanian 2. Pounding between adjoiningbuildings due to horizontal vibrations Dr. N. Subramanian…
DEVKARAN (1106400904) YOGESH KUMAR (1106400914) HINDUSTAN COLLEGE OF SCIENCE OF TECHNOLOGY ,FARAH ,MATHURA INDIA 1. PROJECT COST IS NEAR ABOUT 200 CRORE 2. NINE TOWER (RESIDENTIALBUILDING,HOSPITAL)…
DEVKARAN (1106400904) YOGESH KUMAR (1106400914) HINDUSTAN COLLEGE OF SCIENCE OF TECHNOLOGY ,FARAH ,MATHURA INDIA 1. PROJECT COST IS NEAR ABOUT 200 CRORE 2. NINE TOWER (RESIDENTIALBUILDING,HOSPITAL)…
Case studies of some concreteCase studies of some concrete structural failures R bi WhittlRobin Whittle Design ErrorsDesign Errors Design errors alone are seldom the cause…