How long would the World Trade Center (1973-2001) have stood after the large commercial passenger aircraft impact if the columns had been made of concrete?
The perimeter columns were steel according to Wikipedia...
The framed-tube design, introduced in the 1960s by Bangladeshi-American structural engineer Fazlur Rahman Khan,[59] was a new approach that allowed more open floor plans than the traditional design that distributed columns throughout the interior to support building loads. Each of the World Trade Center towers had 236 high-strength, load-bearing perimeter steel columns which acted as Vierendeel trusses.[60][56] The perimeter columns were spaced closely together to form a strong, rigid wall structure, supporting virtually all lateral loads such as wind loads, and sharing the gravity load with the core columns.
The core columns were steel according to Wikipedia...
The core of the towers housed the elevator and utility shafts, restrooms, three stairwells, and other support spaces. The core of each tower was a rectangular area 87 by 135 feet (27 by 41 m) and contained 47 steel columns running from the bedrock to the top of the tower.
Edit... A quote from an answer below is...
A more approachable question might be 'how do steel frame skyscrapers compare to reinforced concrete skyscrapers in terms of fire resistance and dynamic impact resistance?'
Please think of this as the question. It is a superior expression of my intended inquiry. Additionally you should assume that the reinforced concrete buildings have an amount of capacity for office space and height similar to the actual WTC (1973-2001).