scholarly journals Thermal Stress And Deformation Of Steel Structures Of High Rise Buildings In Fire

1989 ◽  
Vol 2 ◽  
pp. 719-728 ◽  
Author(s):  
H. Saito ◽  
H. Uesugi ◽  
M. Yamaguchi ◽  
A. Kodaira
Keyword(s):  
Thermal Stress ◽  
Steel Structures ◽  
High Rise ◽  
Stress And Deformation ◽  
In Fire

scholarly journals Thermal Stress of Steel Structures of Tall Buildings in Fire

1983 ◽  
Vol 3 (2) ◽  
pp. 123-133 ◽  
Author(s):  
Hikaru Saito ◽  
Hideki Uesugi ◽  
Akio Kodaira ◽  
Shu Konno
Keyword(s):  
Thermal Stress ◽  
Tall Buildings ◽  
Steel Structures ◽  
In Fire

scholarly journals Dynamic Analysis on RCC and Composite Structure for Uniform and Optimized Section

2021 ◽  
Vol 9 (12) ◽  
pp. 1114-1127
Author(s):  
Ankit Kumar
Keyword(s):  
Dynamic Analysis ◽  
Composite Structure ◽  
Composite Structures ◽  
Response Spectrum ◽  
Steel Structures ◽  
Seismic Zone ◽  
Dead Weight ◽  
Conventional Concrete ◽  
High Rise ◽  
Time Period

Abstract: This study examines the composite structure that is increasing commonly in developing countries. For medium-rise to high-rise building construction, RCC structures is no longer economical due to heavy dead weight, limited span, low natural frequency and hazardous formwork. The majority of commercial buildings are designed and constructed with reinforced concrete, which largely depends on the existence of the constituent materials as well as the quality of the necessary construction skills, and including the usefulness of design standards. Conventional RCC structure is not preferred nowadays for high rise structure. However, composite construction, is a recent development in the construction industry. Concrete-steel composite structures are now very popular due to some outstanding advantages over conventional concrete and steel structures. In the present work, RCC and steel-concrete composite structure are being considered for a Dynamic analysis of a G+25-storey commercial building of uniform and optimized section, located at in seismic zone IV. Response Spectrum analysis method is used to analyze RCC and composite structure, CSI ETABS v19 software is used and various results are compared such as time period, maximum storey displacement, maximum storey stiffness. Maximum storey shear and maximum stoey overturning moment. Keywords: RCC Structure, Composite Structure, Uniform Section, Optimized Section, Shear Connector, Time Period, Storey Displacement, Storey Shear, Storey Stiffness, Response Spectrum method, ETABS

Temperature analysis of steel structures protected by intumescent paint with steel claddings in fire

2020 ◽  
Vol 44 (7) ◽  
pp. 897-908
Author(s):  
Zhongcheng Ma ◽  
Jarmo Havula ◽  
Frantisek Wald ◽  
Kamila Cabova
Keyword(s):  
Steel Structures ◽  
Temperature Analysis ◽  
In Fire
Sign in / Sign up

Export Citation Format

Share Document