Performance-Based, Blast-Resistant and Seismic Design of Reinforced Concrete Buildings in Industrial and Petrochemical Facilities

2014 ◽  
Author(s):  
Song F. Jan ◽  
Siddharth Kulkarni
Keyword(s):  
Reinforced Concrete ◽  
Seismic Design ◽  
Reinforced Concrete Buildings ◽  
Concrete Buildings

fib Bulletin 25. Displacement-based seismic design of reinforced concrete buildings

2003 ◽  
Author(s):  
G. Michele Calvi ◽  
Daniel P. Abrams ◽  
Hugo Bachmann ◽  
Shaoliang Bai ◽  
Patricio Bonelli ◽  
...  
Keyword(s):  
Reinforced Concrete ◽  
Seismic Design ◽  
Reinforced Concrete Buildings ◽  
Concrete Buildings ◽  
Displacement Based ◽  
Displacement Based Seismic Design

Multi-objective seismic design of BRBs-reinforced concrete buildings using genetic algorithms

2021 ◽  
Author(s):  
Herian Leyva ◽  
Juan Bojórquez ◽  
Edén Bojórquez ◽  
Alfredo Reyes-Salazar ◽  
Julián Carrillo ◽  
...  
Keyword(s):  
Genetic Algorithms ◽  
Reinforced Concrete ◽  
Seismic Design ◽  
Reinforced Concrete Buildings ◽  
Concrete Buildings ◽  
Multi Objective

Seismic design of non-structural components mounted on irregular reinforced concrete buildings

2021 ◽  
pp. 103783
Author(s):  
Ayad B. Aldeka ◽  
Nikolaos I. Tziavos ◽  
Michaela Gkantou ◽  
Samir Dirar ◽  
Andrew H.C. Chan
Keyword(s):  
Reinforced Concrete ◽  
Seismic Design ◽  
Structural Components ◽  
Reinforced Concrete Buildings ◽  
Concrete Buildings

Damage and Implications for Seismic Design of RC Structural Wall Buildings

2012 ◽  
Vol 28 (1_suppl1) ◽  
pp. 281-299 ◽  
Author(s):  
John W. Wallace ◽  
Leonardo M. Massone ◽  
Patricio Bonelli ◽  
Jeff Dragovich ◽  
René Lagos ◽  
...  
Keyword(s):  
Reinforced Concrete ◽  
Seismic Design ◽  
Shear Walls ◽  
The United States ◽  
Reinforced Concrete Buildings ◽  
Structural Wall ◽  
Concrete Buildings ◽  
Number Of Factors ◽  
Detailed Assessment ◽  
Observed Damage

In 1996, Chile adopted NCh433.Of96, which includes seismic design approaches similar to those used in ASCE 7-10 (2010) and a concrete code based on ACI 318-95 (1995) . Since reinforced concrete buildings are the predominant form of construction in Chile for buildings over four stories, the 27 February 2010 earthquake provides an excellent opportunity to assess the performance of reinforced concrete buildings designed using modern codes similar to those used in the United States. A description of observed damage is provided and correlated with a number of factors, including relatively high levels of wall axial load, the lack of well-detailed wall boundaries, and the common usage of flanged walls. Based on a detailed assessment of these issues, potential updates to U.S. codes and recommendations are suggested related to design and detailing of special reinforced concrete shear walls.

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