上界地震力理论概要
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摘要
“上界地震力理论”的研究既有理论意义,又有实用价值。主、次上界与主、次设计振型相应,零解与无贡献振型相应,设计振型和无贡献振型共同构成完整的正交函数序列,这是基本理论架构。在刚度分布不明和刚度分布给定情况下,上界解可从不同角度供校核之用,实用性是明显的。
The Theory of Upper Bound Seismic Forces on Structures is exceptional significant to both theory and practice. The principal and secondary design modes to be associated with the principal and secondary upper bounds together with the non - contribution modes to be associated with the zero solutions constitute a complete set of orthogonal function series. That is the essential idea of the theory. Also, the upper bound solutions can be used for checking seismic internal forces of structures from different approaches under unknown and known rigidity distribution. It is shown that the theory is very powerful in engineering application.
The Theory of Upper Bound Seismic Forces on Structures is exceptional significant to both theory and practice. The principal and secondary design modes to be associated with the principal and secondary upper bounds together with the non - contribution modes to be associated with the zero solutions constitute a complete set of orthogonal function series. That is the essential idea of the theory. Also, the upper bound solutions can be used for checking seismic internal forces of structures from different approaches under unknown and known rigidity distribution. It is shown that the theory is very powerful in engineering application.
引文
1 王前信.连续拱桥桥墩地震力的上限.地震工程与工程振动,1987,7(3):16～26
2 王前信,柳春光.刚度不明结构的上界地震力.第三届全国地震工程会议论文集,大连,1990
3 王前信.挡水坝地震反应上限基于动水压力影响矩阵(系数)的估算.地震工程与工程振动,1990,10(1):9～73
4 王前信,柳春光.空间曲折管线支架的上界地震力.地震工程与工程振动,1990,10(4):47～62
5 王前信.一种非常规的抗震分析方法.第三届全国计算力学会议论文集.武汉,1992
6 王前信,张艳红.高耸结构的上界地震荷载.全国抗震设计规范学术会议论文集.镇江,1993
7 王前信.工程结构非常规抗震分析方法.河海科技进展,1994,14(1):1～8
8 王前信,张艳红,王珞珈.伸臂式结构地震剪力图和弯矩图的理论包络线.地震工程与工程振动,1998,18(2):59～68
9 王前信.结构抗震分析中主模解,拟静解和上界解的相互关系.地震工程与工程振动,1998,18(3)
10 王前信,屈铁军.结构地震反应的几种解答的相互关系矢量图.地震工程与工程振动,1999,19(2)
11 王前信.基底摇摆运动作用下伸臂结构的地震内力上界.地震工程与工程振动,1999,19(3)
12 Wang Qianxin.Estimate of Upper Bound Structural Seismic Responses under Unknown Rigidity Distribution.ASME-PVP,Vol.144,Seismic Engineering-1988,pp.31～37,Pittsburgh,USA,1988
13 Wang Qianxin,Liu Chunguang.Seismic Loads on Supporting Frames of Gas Pipelines,ASME-PVP,Vol.187,System Interaction with Linear and Nonlinear Characteristics,pp.35～46.Nashville,USA,1990
14 Wang Qianxin,Wang Luojia.Upper Bound Estimation of Seismic Responses of Reservoir,ASME-PVP,Vol.191.Flow-Structure Vibration and Slosing,1990,pp.155～166,Nashville,USA,1990
15 Wang Qianxin,Liu Chunguang.Seismic Loads on Structures with Unidentified Rigidity Distribution.SMiRT-11 Transaction,Vol.K,pp.237～242,Tokyo,Japan,1991
16 Wang Qianxin,Zhang Yanhong.Seismic Margin Identification of Engineering Structures.ASME-PVP,Minneapolis,USA,1994
17 Zhang Yanhong,Wang Qianxin.Theoretical Upper Bound of Seismic Forces of Cantilever to Retain Water,ASME-PVP,Quebec,Canada,1997
18 Wang Luojia,Wang Qianxin.Principal/Secondary Upper Bound and Equivalent Static Solution in Seismic Design.WCEE-11,Acapulco,Mexico,1996
19 张艳红,王前信.连续拱桥墩顶地震位移上限识别.地震工程与工程振动.1995.15(4)
20 王珞珈.关于“挡水坝地震反应上限基于动水压力影响矩阵的估算”一文的讨论-利用幂函数计算挡水结构的上界地震荷载.地震工程与工程振动,1991,11(1)
21 柳春光,王前信.输电塔-大垂度电缆体系的地震反应上限.工程力学,1994,11(3)
22 张艳红,建筑结构在地震和风作用下的反应及可靠度分析(第七章:高层建筑结构风振力上限识别),同济大学博士学位论文,1996
2 王前信,柳春光.刚度不明结构的上界地震力.第三届全国地震工程会议论文集,大连,1990
3 王前信.挡水坝地震反应上限基于动水压力影响矩阵(系数)的估算.地震工程与工程振动,1990,10(1):9～73
4 王前信,柳春光.空间曲折管线支架的上界地震力.地震工程与工程振动,1990,10(4):47～62
5 王前信.一种非常规的抗震分析方法.第三届全国计算力学会议论文集.武汉,1992
6 王前信,张艳红.高耸结构的上界地震荷载.全国抗震设计规范学术会议论文集.镇江,1993
7 王前信.工程结构非常规抗震分析方法.河海科技进展,1994,14(1):1～8
8 王前信,张艳红,王珞珈.伸臂式结构地震剪力图和弯矩图的理论包络线.地震工程与工程振动,1998,18(2):59～68
9 王前信.结构抗震分析中主模解,拟静解和上界解的相互关系.地震工程与工程振动,1998,18(3)
10 王前信,屈铁军.结构地震反应的几种解答的相互关系矢量图.地震工程与工程振动,1999,19(2)
11 王前信.基底摇摆运动作用下伸臂结构的地震内力上界.地震工程与工程振动,1999,19(3)
12 Wang Qianxin.Estimate of Upper Bound Structural Seismic Responses under Unknown Rigidity Distribution.ASME-PVP,Vol.144,Seismic Engineering-1988,pp.31～37,Pittsburgh,USA,1988
13 Wang Qianxin,Liu Chunguang.Seismic Loads on Supporting Frames of Gas Pipelines,ASME-PVP,Vol.187,System Interaction with Linear and Nonlinear Characteristics,pp.35～46.Nashville,USA,1990
14 Wang Qianxin,Wang Luojia.Upper Bound Estimation of Seismic Responses of Reservoir,ASME-PVP,Vol.191.Flow-Structure Vibration and Slosing,1990,pp.155～166,Nashville,USA,1990
15 Wang Qianxin,Liu Chunguang.Seismic Loads on Structures with Unidentified Rigidity Distribution.SMiRT-11 Transaction,Vol.K,pp.237～242,Tokyo,Japan,1991
16 Wang Qianxin,Zhang Yanhong.Seismic Margin Identification of Engineering Structures.ASME-PVP,Minneapolis,USA,1994
17 Zhang Yanhong,Wang Qianxin.Theoretical Upper Bound of Seismic Forces of Cantilever to Retain Water,ASME-PVP,Quebec,Canada,1997
18 Wang Luojia,Wang Qianxin.Principal/Secondary Upper Bound and Equivalent Static Solution in Seismic Design.WCEE-11,Acapulco,Mexico,1996
19 张艳红,王前信.连续拱桥墩顶地震位移上限识别.地震工程与工程振动.1995.15(4)
20 王珞珈.关于“挡水坝地震反应上限基于动水压力影响矩阵的估算”一文的讨论-利用幂函数计算挡水结构的上界地震荷载.地震工程与工程振动,1991,11(1)
21 柳春光,王前信.输电塔-大垂度电缆体系的地震反应上限.工程力学,1994,11(3)
22 张艳红,建筑结构在地震和风作用下的反应及可靠度分析(第七章:高层建筑结构风振力上限识别),同济大学博士学位论文,1996
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