CAJ | 학술논문

在我们平时的设计工作中有时会遇到为了保证梁板结构的裂缝满足规范要求，而使的梁的配筋比计算结果增加很多的情况，这样做就在很多时候形成了强梁弱柱的结构形式。因此，本文主要探讨我们在进行结构设计时，如何能够使结构梁柱实际配筋既满足正常使用极限状态下的裂缝控制要求，同时也符合强柱弱梁的概念设计理念。
재아문평시적설계공작중유시회우도위료보증량판결구적렬봉만족규범요구，이사적량적배근비계산결과증가흔다적정황，저양주취재흔다시후형성료강량약주적결구형식。인차，본문주요탐토아문재진행결구설계시，여하능구사결구량주실제배근기만족정상사용겁한상태하적렬봉공제요구，동시야부합강주약량적개념설계이념。
In our design work sometimes in order to guarantee the crack of beam and slab structure can meet the re-quirements of specification,leading the beam reinforcement is much higher than the calculation results,it formed the struc-ture form strong beam weak column in a lot of time. This paper mainly discusses the structure design,how to make the struc-ture beam column actual reinforcement can not only meet the requirements of crack control under the serviceability limit state,but also with strong column and weak beam design concept.