|
2008 |
◇ Experimental and theoretical research on behavior of steel tubular column-to-H beam joints, concrete-filled steel tubular(CFST) column-to-RC beam joints and CFST column base joints (First-phase) |
| ◇ Experimental and theoretical research on behavior of steel tubular column-to-H beam joints, concrete-filled steel tubular(CFST) column-to-RC beam joints and CFST column base joints (Second-phase) |
| ◇ Experimental research on overlapped CHS joints with hidden seam unwelded |
| ◇ Experimental research on the behavior of SRC column with large steel volume ratio |
| ◇ Loading tests on light-weight steel portal frames |
| ◇ Research on static and seismic behavior of key joints in steel roof for Shanghai Synchrotron Radiation Facility |
| ◇ Experimental research on seismic behavior of joints in South Tower of Shanghai World Financial Center |
| ◇ Experimental research on steel tubular joints in the Main Stadium of Guangxi Province |
| ◇ Loading tests on masts with 17m and 36m long in Shanghai World Expo axis project |
| ◇ Loading tests on universal hinge joints in Guangzhou New Library |
| ◇ Shanghai Hongqiao railway station project A for newly built Beijing-Shanghai Express Railway (No.042) |
| ◇ Shanghai Hongqiao railway station project A for newly built Beijing-Shanghai Express Railway (No.043) |
| ◇ Experiments on complicated joints in Suzhou railway station |
| >>More...... |
|
2007 |
◇ Experimental research on SRC column in newly built CCTV Headquarter Building |
| ◇ Experimental research on steel joints in Guangzhou New TV Tower (First-phase) |
| ◇ Experimental research on steel joints in Guangzhou New TV Tower (Second-phase) |
| ◇ Experimental research on bidirectional hinge joints in Guangzhou New TV Tower |
| ◇ Research on the effect of assembling welding type on the behavior of box column |
| ◇ Research on the behavior of steel connections in Shanghai Nanhui Administration Center |
| ◇ Cyclic loading tests on partially encased composite columns |
| >>More...... |
|
2006 |
◇ Experimental research on SRC column in newly built CCTV Headquarter Building |
| ◇ Experimental research on overlapped CHS joints with hidden seam unwelded |
| ◇ Experiments on steel joints in National Stadium of China |
| ◇ Experimental and theoretical research on behavior of steel tubular column-to-H beam joints, concrete-filled steel tubular(CFST) column-to-RC beam joints and CFST column base joints |
| ◇ Experiments on high-strength bolts and connections of Venetian Hotel in Macao |
| ◇ Research on steel joints in Shanghai Nanhui Administration Center |
| ◇ Experimental and theoretical research on behavior of steel tubular column-to-H beam joints, concrete-filled steel tubular(CFST) column-to-RC beam joints and CFST column base joints (Second-phase) |
| >>More...... |
|
2005 |
◇ Experimental research on cast steel joints of pedestal in 2008 Beijing Olympic Laoshan Velodrome |
| ◇ Tests on SRC composite column in CCTV New-site Tower (first stage) |
| ◇ Experimental investigation on steel girder with large holes in Dalian Future Square |
| ◇ Experimental investigation on the seismic performance of concrete-filled tubular joints with diaphragm through type |
| ◇ Tests on steel joints in Shanghai Qizhong Tennis Center Main Stadium |
| >>More...... |
|
2004 |
◇ Experimental investigation on joint behavior of H-section beams with flanges and end-plates connected by non-completely penetrated welds |
| ◇ Experimental investigation on casting steel joint No.1 in Zhengzhou Convention and Exhibition Center |
| ◇ Experimental investigation on casting steel joint No.2 in Zhengzhou Convention and Exhibition Center |
| ◇ Experimental investigation on casting steel joints in Shanghai South Railway Station |
| ◇ Static tests on steel-concrete composite slabs with both steel plate types of YX51-226-678 and YX76-344-688 |
| ◇ Investigation on mechanical behaviour of steel overlapped tubular joints in Suzhou Expo |
| ◇ Experimental investigation on steel joints in Shanghai World Financial Center |
| ◇ Tests on ALC wall slab and floor slab in steel frames |
| ◇ Test II on wind resistance of composite floor with profiled steel sheet |
| ◇ Truss joint tests on steel reinforced concrete column connected with steel brace |
| ◇ Monotonic and cyclic tests on connections with non-completely penetrated welding plates |
| ◇ Hysteretic tests on CHS T-type joints under axial force and bending moment |
| ◇ Full-scale tests on large casting steel joints (Series 3) |
| ◇ Full-scale tests on large casting steel joints (Series 4) |
| ◇ Tests on mechanical behaviour of steel tubular joints |
| ◇ Hysteretic tests on H-shaped steel frames in multi-story residence with high-frequency welding |
| >>更多...... |
| 2003 |
◇ 高频焊接H形钢压弯构件滞回性能试验 |
| ◇ 内加劲方圆管交汇节点试验 |
| ◇ 多杆汇交内加劲钢管节点试验 |
| ◇ 上海国际赛车场重型转换桁架试验 |
| ◇ 张弦梁力学性能试验 |
| ◇ 组合楼板纵向抗剪性能试验 |
| ◇ 上海网球中心预制预应力倒锥形结构模型整体试验 |
| 2002 |
◇ 彩色夹芯钢板承重结构板件及节点试验 |
| ◇ 压型钢板抗风性能试验 |
| ◇ 圆钢管空间相贯KK型节点的滞回性能试验 |
| ◇ 大型铸钢节点足尺试验之二 |
| ◇ 圆管弦杆、方管腹杆相贯节点试验 |
| ◇ 双层钢管鼓式节点试验 |
| ◇ 贯通式矩形钢管节点的抗弯性能试验 |
| ◇ 高强螺栓连接的梁－柱－支撑节点抗震性能试验 |
| ◇ 高强度螺栓非标型抗滑移面的滑移系数测定及端板连接节点性能试验 |
| ◇ 圆钢管相贯节点（T形）平面内抗弯试验 |
| ◇ 重庆机场航站楼主次桁架节点和桁架柱节点的大比例缩尺试验 |
| ◇ 广州白云机场钢结构梭形束管柱足尺试验 |
| ◇ 大型火电厂钢框架振动台模型试验 |
| ◇ 重庆江北机场航站楼钢结构主桁架试验 |
| ◇ 插接式钢管杆系看台整体性能测试 |
| 2001 |
◇ 采用单边角焊缝的H型钢构件反复加载下力学性能的试验 |
| ◇ 大宽厚比楔形构件力学性能试验 |
| ◇ 重型厂房钢桁架极限状态下的节点受载性能 |
| ◇ 大型铸钢节点足尺试验 |
| 2000 |
◇ 螺旋焊接圆管和方管短柱轴压性能试验 |
| ◇ 方圆钢管相贯节点刚度与承载力足尺试验 |
| ◇ 圆钢管相贯节点的抗弯刚度与承载力试验研究 |
| ◇ H形钢翼缘与腹板单边连接角焊缝接头性能试验 |
| ◇ 广州体育馆钢结构次桁架足尺试验 |
| 1999 |
◇ 采用单边角焊缝的H型钢构件静力承载性能系列试验 |
| ◇ 贯通式方钢节点足尺试验 |
| ◇ 圆钢管空间相贯节点足尺试验 |
| 1998 |
◇ 冷弯薄壁焊接方管混凝土长柱试验 |
| ◇ 冷弯薄壁焊接矩形管构件试验 |
| ◇ 外环板加劲式箱形截面柱－类H形截面梁节点滞回性能试验 |
| ◇ 上海国际会议中心肋环式单层网壳模型试验 |
| 1997 |
◇ 上海浦东国际机场航站楼大跨度张弦梁缩尺与足尺试验 |
| 1996 |
◇ 高频焊接H型钢构件系列实验 |
| 1995 |
◇ 焊接方管混凝土构件的轴压短柱和压弯构件实验 |
| ◇ 圆钢管平面相贯节点足尺试验 |
| ◇ 上海体育场（8万人体育场）整体模型试验 |
| 1994 |
◇ 板铰－刚结节点缩尺试验 |
| ◇ 上海大剧院风洞试验及振动台试验 |
