首页> 外国专利> CALCULATION METHOD OF ALLOWABLE SHEARING PROOF STRESS OF BEARING WALL HAVING APERTURE, DESIGN METHOD OF BEARING WALL HAVING APERTURE, ARITHMETIC UNIT OF ALLOWABLE SHEARING PROOF STRESS OF BEARING WALL HAVING APERTURE, AND CALCULATION PROGRAM OF ALLOWABLE SHEARING PROOF STRESS OF BEARING WALL HAVING APERTURE

CALCULATION METHOD OF ALLOWABLE SHEARING PROOF STRESS OF BEARING WALL HAVING APERTURE, DESIGN METHOD OF BEARING WALL HAVING APERTURE, ARITHMETIC UNIT OF ALLOWABLE SHEARING PROOF STRESS OF BEARING WALL HAVING APERTURE, AND CALCULATION PROGRAM OF ALLOWABLE SHEARING PROOF STRESS OF BEARING WALL HAVING APERTURE

机译:含孔壁平均抗剪承载力的计算方法,含孔壁平均抗剪承载力的设计方法,含孔壁平均抗剪承载力的算术单位以及含孔壁平均抗剪承载力的计算程序

摘要

PROBLEM TO BE SOLVED: To provide a calculation method of allowable shearing proof stress for evaluating earthquake resistance with respect to a bearing wall having an aperture.;SOLUTION: The method includes the steps of: calculating allowable shearing proof stress for each wall having a reinforcement surface material other than an aperture in a bearing wall of a building including the aperture to be provided with an aperture device; performing equivalent brace substitution for each wall, on the basis of the relationship between a displacement angle and moment from the allowable shearing proof stress for each wall; creating an arithmetic model by combining a vertical member and a horizontal member that are included in the bearing wall, and an element for which the equivalent brace substitution is performed; calculating axial force and moment of each unit when the arithmetic model is burdened; and calculating allowable shearing proof stress of the bearing wall by incremental analysis based on the axial force and the moment while further burdening the arithmetic model.;COPYRIGHT: (C)2013,JPO&INPIT
机译:解决的问题:提供允许剪切抗剪应力的计算方法,以评估相对于具有孔的承重墙的抗震性。解决方案:该方法包括以下步骤:计算每个具有钢筋的壁的容许剪切抗剪应力。在建筑物的承重墙中除了孔眼之外的表面材料,包括要设置孔眼装置的孔眼;根据位移角和距每一墙容许剪切抗力的弯矩之间的关系,对每一墙进行等效的支撑替换;通过将轴承壁中包括的垂直构件和水平构件与对其进行等效大括号替换的元素组合来创建算术模型;算术模型加重时计算每个单元的轴向力和力矩;基于轴向力和弯矩的增量分析计算承重墙的允许剪力极限应力,同时进一步加重了计算模型的负担。;版权所有:(C)2013,日本特许厅

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