The Earthquake in 2005 has destroyed a large part of the Khyber Pakhtunkhwa Province (Pakistan) and Kashmir which has created questions regarding the adequacy of framed structures in order to resist strong motions, as due to this earthquake many buildings were damaged badly or were devastated. In order to evaluate the framed structure’s performance under future expected earthquakes, a non-linear static analysis i.e. Push over analysis has been carried out. So for achieving our objective of analysing the framed structure’s performance under seismic loading, a 4 storey’s framed structure was selected and analysed. From the results that were obtained from this study shows that the framed structures which are properly designed under gravity will perform in a safe zone under seismic loading. Certain response parameters predicted by each pushover analysis which were obtained from Gravity & Earthquake load patterns were analysed and compared with each other for differences. The observations made from the current study clearly showed that pushover analysis results depend on three factors i.e. 1-the load path, 2-structure properties and 3-features of the ground motion. The response parameters were estimated by applying the displacement of target at the control node. The accuracy of the predictions depends mainly on the approximations involved in the theory of the procedures, structural properties and features of ground motion.

2005年的地震摧毁了开伯尔·普赫图赫瓦省（巴基斯坦）和克什米尔的大部分地区，这些地区引发了人们对框架结构能否抵抗强烈运动提出质疑，因为这次地震造成许多建筑物严重受损或毁坏。为了评估框架结构在未来预期地震下的性能，已经进行了非线性静态分析，即推覆分析。因此，为了达到我们分析框架结构在地震荷载作用下的性能的目的，选择并分析了一个四层框架结构。从这项研究中获得的结果表明，在重力作用下正确设计的框架结构将在地震荷载下的安全区域内发挥作用。每次推覆分析预测的某些响应参数都是从重力和地震荷载模式获得的，这些参数进行了分析并相互比较差异。从当前研究得出的观察结果清楚地表明，推覆分析结果取决于三个因素，即地面运动的1个荷载路径，2个结构特性和3个特性。通过在控制节点上应用目标位移来估计响应参数。预测的准确性主要取决于程序理论，结构特性和地震动特征所涉及的近似值。从当前研究得出的观察结果清楚地表明，推覆分析结果取决于三个因素，即地面运动的1个荷载路径，2个结构特性和3个特性。通过在控制节点上应用目标位移来估计响应参数。预测的准确性主要取决于程序理论，结构特性和地震动特征所涉及的近似值。从当前研究得出的观察结果清楚地表明，推覆分析结果取决于三个因素，即地面运动的1个荷载路径，2个结构特性和3个特性。通过在控制节点上应用目标的位移来估计响应参数。预测的准确性主要取决于程序理论，结构特性和地震动特征所涉及的近似值。