摘要
该文通过对各种不同边界条件下矩形现浇板的受力分析，推导了6种不同边界条件下单、双向极的划分界限，提出了工程设计中应根据现浇饭的板跨比和边界条件来进行板的计算配筋，这样使板受力更符合实际，设计更趋经济合理。
By analyzing on the load of the reinforced concrete castin-place slabs under different boundary conditions, the thesis deduces six kinds of delimting boundary between one-way slab and two-way slab under different boundary conditions, and put forward that the slab should be calculated reinforced with rods according to the cast-in-place slab span ratio and boundary conditions during civil engineering design, so let the slabs load more realistic, design more economical and rational.
出处
《华中建筑》
北大核心
1999年第4期54-56,共3页
Huazhong Architecture
