Seismic Behavior of Shifang Telecom Building under Conventional Earthquakes

Xiao Hu; Yong Tao Gao

doi:10.4028/www.scientific.net/AMR.163-167.4227

Paper Titles

PFC Simulation on Shaking Table Concrete-Faced Rockfill Dam Model Test
p.4208

Seismic Damage Prediction of Multistory Brick Buildings Based on RBF Neural Network Model
p.4213

Seismic Response of the Asymmetric Structure Isolated by the Friction Sliding Bearings
p.4218

Wind Vibration Response Analysis for Plate-Cone Reticulated Shell
p.4222

Seismic Behavior of Shifang Telecom Building under Conventional Earthquakes
p.4227

Static Elasto-Plastic Analysis of Buildings with Steel Tower on Top under Rare Earthquake
p.4232

Design and Optimization of a New Type of Sliding Isolated Bearing and its Application
p.4237

Recent Development in Analytical Models for Earthquake-Induced Pounding between Adjacent Bridge Structures
p.4244

Dynamic Response on Earthquake Analysis of Bridge Structure Isolated by Lead-Core Rubber Bearing
p.4251

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 163-167Seismic Behavior of Shifang Telecom Building under...

Seismic Behavior of Shifang Telecom Building under Conventional Earthquakes

Abstract:

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.