Single choice question The aseismic design of building should follow Code for seismic design of buildings GB50011-2010. In the first stage of design, which of the following statement is true? (A) When structure under frequent earthquakes, the seismic bearing capacity of the cross section of the structural member should be checked by the standard combination of seismic effect and other load effect under frequent earthquakes, and the elastic deformation of structure should be checked. (B) Through the conceptual design, most of the structures can meet the requirements of collapse resistance after the first stage design and seismic measures are taken. (C) When structure under frequent earthquakes, the seismic bearing capacity of the cross section of the structural member should be checked by the basic combination of seismic effect and other load effect under frequent earthquakes, and the elastic deformation of structure should be checked. (D) Internal force analysis and deformation checking of the structure under the rare earthquake action.
Single choice question
The aseismic design of building should follow Code for seismic design of buildings GB50011-2010. In
the first stage of design, which of the following statement is true?
(A) When structure under frequent earthquakes, the seismic bearing capacity of the cross
section of the structural member should be checked by the standard combination of seismic effect and
other load effect under frequent earthquakes, and the elastic deformation of structure should be checked.
(B) Through the conceptual design, most of the structures can meet the requirements of collapse
resistance after the first stage design and seismic measures are taken.
(C) When structure under frequent earthquakes, the seismic bearing capacity of the cross
section of the structural member should be checked by the basic combination of seismic effect and other
load effect under frequent earthquakes, and the elastic deformation of structure should be checked.
(D) Internal force analysis and deformation checking of the structure under the rare earthquake
action.
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