A nonlinear computational model for regional seismic simulation of tall buildings

Author:

Xiong Chen,Lu XinzhengORCID,Guan Hong,Xu Zhen

Funder

National Key Technology R&D Program

the National Natural Science Foundation of China

National Non-profit Institute Research Grant of IGP-CEA

Publisher

Springer Science and Business Media LLC

Subject

Geophysics,Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Reference44 articles.

1. Areemit N, Montgomery M, Christopoulos C, Hasan A (2012) Identification of the dynamic properties of a reinforced concrete coupled shear wall residential high-rise building. Can J Civ Eng 39(6):631–642

2. ASCE (2010) Minimum design loads for buildings and other structures (ASCE/SEI 7-10). American Society of Civil Engineers, Reston

3. Campbell S, Kwok KCS, Hitchcock PA (2005) Dynamic characteristics and wind-induced response of two high-rise residential buildings during typhoons. J Wind Eng Ind Aerodyn 93(6):461–482

4. CEN (2004) Eurocode 8: design of structures for earthquake resistance. Part 1: general rules, seismic action and rules for buildings. Comite Europeen de Normalisation, Brussels

5. Committee ACI (2008) Building code requirements for structural concrete (ACI 318-08) and Commentary (318R-08). American Concrete Institute, Farmington Hills

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