document.getElementById('index-articles-list').innerHTML = `

Seismic performance and comparison of three different I beam to box column joints

三种不同工字梁与箱柱节点抗震性能及比较

Saneei Nia, Z.; Mazroi, A.; Ghassemieh et al.

Earthquake Engineering and Engineering Vibration. 2014;13(4):717-729. DOI:10.1007/s11803-014-0275-4

Dynamic properties analysis of a stay cable-damper system in consideration of design and construction factors

考虑设计和施工因素的斜拉索-阻尼器系统动力特性分析

Dan, Danhui; Chen, Yanyang; Xiao et al.

Earthquake Engineering and Engineering Vibration. 2014;13(2):317-326. DOI:10.1007/s11803-014-0233-1

Analysis of seismic disaster failure mechanism and dam-break simulation of high arch dam

高拱坝地震灾害破坏机理分析及溃坝模拟

Zhang, Jingkui; Zhang, Liaojun

Earthquake Engineering and Engineering Vibration. 2014;13(2):327-335. DOI:10.1007/s11803-014-0234-0

Earthquake response of asymmetric building with MR damper

非对称MR阻尼器建筑的地震响应

Bharti, S. D.; Dumne, S. M.; Shrimali et al.

Earthquake Engineering and Engineering Vibration. 2014;13(2):305-316. DOI:10.1007/s11803-014-0232-2

Calibration of a hysteretic model for glass fiber reinforced gypsum wall panels

玻璃纤维增强石膏墙板滞回模型的标定

Janardhana, Maganti; Robin Davis, P.; Ravichandran et al.

Earthquake Engineering and Engineering Vibration. 2014;13(2):347-355. DOI:10.1007/s11803-014-0236-y

`; document.getElementById('index-articles-more').href = `https://i.iikx.com/journal/1993-503X.html`; document.getElementById('index-articles-more').innerHTML='更多内容'; document.getElementById('index-articles-more').style="float:right;background:var(--primary-color);color:#fff;font-size:13px;border-radius:5px;padding:0px 10px;margin-right:5px;line-height:1.7"; document.getElementsByClassName('index-artcles')[0].style.display = 'block'; document.getElementById('showJournalIndexUrl').style.display = 'block'; document.querySelector('#showJournalIndexUrl a').href = `https://i.iikx.com/journal/1993-503X.html`;