Seismic Behavior of Shifang Telecom Building under Conventional Earthquakes
To study the seismic behavior under conventional earthquakes, according to a case of Shifang Telecom Building (STB) under 5.12 earthquake, this paper makes the computation of internal force and deformation of structure; then compares the seismic behavior of two different models with spectrum analysis and time-history analysis. The conclusion shows that STB can approximately meet requirements for fortification against seismic impact under conventional earthquakes; the steel tower on top can amplify the seismic effect indeed and the weakness of numerical simulation tallies with the reality.
X. Hu and Y. T. Gao, "Seismic Behavior of Shifang Telecom Building under Conventional Earthquakes", Advanced Materials Research, Vols. 163-167, pp. 4227-4231, 2011