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	题名	作者	年代	出处	被引量
1	Pointwise equilibrating polynomial element for nonlinear analysis of frames 显示文摘	Chan S L Zhou H Z	1994	J Struct Engng ASCE1994，120，6：	2
2	Fatigue Life Prediction of Notched Composite Components 显示文摘	Shen G Glinka G Plumtree A	1994	J Fatigue Fract Engng Mater Struct1994，17，1：	1
3	Structural damage assessment based on wavelet packet transform 显示文摘	Sun Z Chang CC	2002	J Struct Engng2002，128，10：	1
4	Dynamic stiffness of parabolic cables显示文摘	Veletsos A S Darbre G R	1983	Int J Earthqu Engng Struct Dyn1983，11，：	1
5	Scattering of plane SH wave by a semicylindrical canyon显示文摘	Trifunac M D	1973	Int J Earthq Engng Struct Dyn1973，1，：	1
6	The effectiveness of trenches in reducing seismic motion显示文摘	MAY T W BOLT B A	1982	J Earthq Engng Struct Dyn1982，10，：	1
7	Deterministic and stochastic analyses of a nonlinear system with a Biot visco-elastic element显示文摘	Pol D Spanos Spyro Tsavachidis	2001	J Earthquake Engng Struct Dyn2001，30，：	1
8	Computer automated design of semi - rigid steel frameworks 显示文摘	Xu L Grlerson D E	1993	J Struct Engng ASCE1993，119，6：	1
9	Temperature effect of viscoelastic dampers during earthquake 显示文摘	Tsai C S	1994	ASCE J Struct Engng1994，120，2：	1
10	Optimal use of viscoelastic dampers in building frames for seismic force 显示文摘	Shukla A K Datta T K	1999	ASCE J Struct Engng1999，125，4：	1
11	Analysis of cables suspended in sheaves显示文摘	McDonald B M Peyrot A H	1988	J struct Engng1988，114，3：	1
12	Wind-induced vibration and control of Trans-Tokyo Bay Crossing Bridge显示文摘	FUJINO Y YOSHIDA Y	2002	J Struct Engng2002，128，：	1
13	Columnswith semi-rigid joint 显示文摘	Jones S W Kirby P A Nethercot D A	1982	J Struct Engng ASCE1982，108，2：	1
14	Simple ATMD control methodology for tall buildings subject to wind loads 显示文摘	ANKIREDDI S YANG H T Y	1996	J Struct Engng ASCE1996，122，：	1
15	Multiple objective LQG control of wind-excited buildings 显示文摘	ANKIREDDI S YANG H T Y	1997	J Struct Engng ASCE1997，123，：	1
16	Wind load on integrallift scaffolds for tall building显示文摘	YUE F YUAN Y LI G Q	2005	ASCE J Struct Engng2005，131，：	1
17	Passive and active mass damper control of the response of tall buildings to wind gustiness 显示文摘	RICCIARDELLI F PIZZ1MENTI A D MATTEI M	2003	J Engng Struct2003，25，：	1
18	Artificial Wind Generation and Structural Response显示文摘	Iannuzzi A	1987	J of Struct Engng ASCE1987，113，12：	1
19	Optimal design of passive energy dissipation systems based on H and H2 performances 显示文摘	YANG J N LIN S KIM J H AGRAWAL A K	2002	J Earthquake Engng Struct Dyn2002，31，：	1
20	Moment-rotation-temperature Characteristics of Steel/composite Connections 显示文摘	Liu TCH	1999	J Struct Engng1999，125，10：	1

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