中国土木工程学会(国外英文资料).docVIP

中国土木工程学会(国外英文资料) What is the anchor length of the longitudinal force bar that is inserted into the beam? The beam width is less than 400mm, and the steel bar 5f20 is calculated in a row. According to the calculation, the beam that does not need to be equipped with the hoop, the regulation regulation should be according to the construction requirement to configure the hoop, what is the specific content? How to configure the longitudinal force reinforcement and the hoop reinforcement? When the two beams intersect in what circumstances should the additional lateral reinforcement be configured? When the body of the beam is highly hw? At 450mm, why do you set a certain amount of longitudinal structural reinforcement on the side of the beam? What is the reinforcement structure of the folding beam? What are the rules of anchoring in the lower longitudinal of the deep girder under the single and deep girder support of the beam and the lower beam of the beam? What are the applicable conditions for using the axial compression column of the spiral indirect steel? Why should the whole section of the column not be more than 5 percent, not more than 6 percent, should not be more than 5 percent in seismic design? Chapter 3 framework structure The maximum height of frame structure in earthquake resistant design What should be noticed in the frame design of a small shear wall? The frame structure of earthquake-resistant design should not be used for single span frame structure Large span public buildings (such as gymnasiums, movie theaters, auditoriums, etc.) suggest a shear wall and other anti-lateral forces Why shouldnt the frame structure be used in the form of a composite bearing, which is partially built by the wall of a masonry wall, and partly by a frame? Frame structure when the center of beam and center of column center is larger, how to consider the adverse effect of structure in design? Why do you specify the ratio of the bottom and the top longitudinal force of the cros