Zobrazeno 1 - 10
of 13
pro vyhledávání: '"Macarena Schachter Adaros"'
Publikováno v:
Computer-Aided Civil and Infrastructure Engineering. 30:54-67
While the joints of a frame move in the space with large displacements and rotations, the deformations of the frame member with respect to the imaginary line connecting end joints, known as the chord, remain relatively small but still affect the stre
Autor:
G. Rodolfo Saragoni, Farzad Naeim, Lauren D. Carpenter, Fabian Rojas, Nabih F. Youssef, Macarena Schachter Adaros, Marshall Lew
Publikováno v:
The Structural Design of Tall and Special Buildings. 20:37-64
Concepcion, near the southern end of the fault rupture zone of the offshore Maule, Chile earthquake, suffered significant damage to all types of structures. Tall reinforced concrete buildings in the region were also affected, some severely. Spectacul
Autor:
Macarena Schachter Adaros, Fabian Rojas, Nabih F. Youssef, Lauren D. Carpenter, G. Rodolfo Saragoni, Marshall Lew, Farzad Naeim
Publikováno v:
The Structural Design of Tall and Special Buildings. 20:17-36
After the devastating offshore Maule, Chile earthquake of moment magnitude 8.8 on 27 February 2010, the Los Angeles Tall Buildings Structural Design Council (LATBSDC) organized a reconnaissance team to visit the Santiago, Concepcion and Vina del Mar
Autor:
Nabih F. Youssef, Farzad Naeim, G. Rodolfo Saragoni, Macarena Schachter Adaros, Fabian Rojas, Lauren D. Carpenter, Marshall Lew
Publikováno v:
The Structural Design of Tall and Special Buildings. 20:1-16
There are many modern tall buildings in Santiago that were subjected to the 27 February 2010 earthquake in Chile. Although there was not widespread damage in Santiago, there was notable damage to some tall concrete buildings that may have resulted fr
Autor:
G. Rodolfo Saragoni, Macarena Schachter Adaros, Nabih F. Youssef, Lauren D. Carpenter, Farzad Naeim, Daniel Tunick, Marshall Lew, Fabian Rojas
Publikováno v:
The Structural Design of Tall and Special Buildings. 20:65-82
Three of the tall buildings that members of the Los Angeles Tall Buildings Structural Design Council visited after the 27 February 2010 Chilean moment magnitude 8.8 earthquake were reviewed. The three buildings discussed in this paper are located in
Autor:
Lauren D. Carpenter, Fabian Rojas, G. Rodolfo Saragoni, Nabih F. Youssef, Farzad Naeim, Macarena Schachter Adaros, Marshall Lew
Publikováno v:
The Structural Design of Tall and Special Buildings. 19:838-852
The magnitude 8·8 Offshore Maule, Chile earthquake is a significant event in seismology and earthquake engineering. The earthquake occurred on a convergent plate boundary (subduction zone) and affected a large area that a significant number of tall
Autor:
Fabian Rojas, G. Rodolfo Saragoni, Farzad Naeim, Nabih F. Youssef, Lauren D. Carpenter, Marshall Lew, Macarena Schachter Adaros
Publikováno v:
The Structural Design of Tall and Special Buildings. 19:866-875
The mega earthquake of 27 February 2010, offshore Maule, Chile with moment magnitude of 8·8 is the fifth largest recorded earthquake in the world and, therefore, is considered to be a mega earthquake. This subduction interplate thrust earthquake occ
Autor:
Marshall Lew, Macarena Schachter Adaros, Fabian Rojas, Farzad Naeim, Nabih F. Youssef, Lauren D. Carpenter, G. Rodolfo Saragoni
Publikováno v:
The Structural Design of Tall and Special Buildings. 19:826-837
The 27 February 2010 Offshore Maule, Chile earthquake is one of the most significant seismic and earthquake engineering events for many reasons but especially for the study of the dynamic behaviour of tall buildings. Because the earthquake occurred o
Publikováno v:
Journal of Performance of Constructed Facilities. 29
The present paper discusses the challenges of retrofitting buildings to meet current progressive collapse guidelines. The knowledge of the structural capacity depends on the quality of information available. The existence of original drawings greatly
Publikováno v:
Structures Congress 2015.
The renovation of an existing office building to meet the progressive collapse requirements according to UFC4-023-03 is presented. The original building was composed of two structurally independent structures, both of which housed three indoor tennis