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46篇 您的检索式：作者名="THAM W L"

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	题名	作者	年代	出处	被引量
1	Determination of initial cable forces in prestressed concrete cable-stayed bridges for given design deck profiles using the force equilibrium method显示文摘	Chen D W Au F T K Tham L G	2000	Computers & Structures2000，74，1：	1
2	The effect of 3-(trimethoxysilyl)propyl methacrylate on the mechanical,thermal,and morphological properties of poly(methyl methacrylate)/hydroxyapatite composites显示文摘	Tham W L Chow WS Ishak ZA	2010	J Appl Polym Sci2010，118，1：	1
3	Thermal and Antistatic Properties o Polypropylene/Organo Montmorillonite Nanocomposites显示文摘	CHOW W S THAM W L	2009	Polymer-Plastics Technology andEngineering2009，48，4：	1
4	Determination of Initial Cable Forces in Prestressed Concrete Cable-stayed Bridges for Given Design Deck Profiles Using the Force Equilibrium Method显示文摘	Chen D W Tham L G Lee P K	2000	Computers & Structures2000，74，1：	1
5	Determination of initial cable forces in prestressed concrete cable-stayed bridges for given design deck profiles using the force equilibrium method 显示文摘	Chen D W Au F T K Tham L G Lee P K K	2000	Computers and Structures2000，74，1：	1
6	Determination of initial cable forces in prestressed concrete cable-stayed bridges for given design deck profiles using the force equilibrium method显示文摘	Chen D W Au F T K Tham L G	2000	Computers & Structures2000，74，1：	1
7	Determination of Initial Cable Forces in Prestressed Concrete Cablestayed Bridges for Given Design Deck Profiles Using the Force Equilibrium Method 显示文摘	CHEN D W AU F T K THAM L G	2000	Computers & Structures2000，74，1：	1
8	Determination of Initial Forces in Prestressed Concrete Cable-stayed Bridges for Given Design Deck Profiles Using the Force Equilibrium Method显示文摘	Chen D W Tham L G Lee P K	2000	Computers & Structures2000，74，1：	1
9	Potential health benefits of dietary phytoestrogens: a review of the clinical ,epidemiological, and mechanistic evidence显示文摘	Gardner C D Haskell W L	1998	J Clin Endocrinal Metab1998，83，7：	1
10	Determination of initial cable force in prestressed concrete cable-stayed bridges for given design deck profiles using the force equilibrium method显示文摘	Tham L G LEE P K	2000	Computers & Structure2000，74，1：	1
11	Potential health benefits of dietary phytoestrogens a review of the clinical, epidemiological,and mechanistic evidence显示文摘	Tham D M Gardner C D Haskel W L	1998	J Clin Endocrinol Metab1998，，83：	1
12	Progression of cognitive impairment after stroke: one year results from a longitudinal study of Singaporean stroke patients显示文摘	Tham W Auchus A P Thong M Goh M L Chang H M Wong M C	2002	J Neurol Sci2002，，：	1
13	Parametric Study for an Efficient Meshless Method in Vibration Analysis显示文摘	Wang Y H Li W D Tham L G	2002	Journal of Sound and Vibration2002，255，2：	1
14	Determina- tion of initial cable force in prestressed concrete cable-stayed bridges for given design deck pro- files using the forcee quilibrium method显示文摘	CHENG W THAM L G LEE P K	2008	Computers &structure2008，74，1：	1
15	Determination of initial cable forces in ptrestressed concrete cable-stayed bridges for given design deck profiles using the force equilibrium method显示文摘	CHEN D W THAM L G LEE P K	2000	Computers & Structures2000，74，1：	1
16	Neuroprotective effects of biochanin A against glutamate-induced cytotoxicity in PC12 cells via apoptosis inhibition 显示文摘	TAN J W THAM C L ISRAF D A	2013	Neurochem Res2013，38，3：	1
17	Application of spline-finite-strip method in the analysis of curved slab bridge显示文摘	Cheung Y K Tham L G Li W Y	1986	Proc Instn Civ Engrs1986，81，2：	1
18	Clinical review 97: Potential health benefits of dietary phytoeslrogens: a review of the clinical, epidemiological, and mechanistic evidence 显示文摘	Tham D M Gardner C D Haskell W L	1998	J Clin Endocrinol Metab1998，83，7：	1
19	Determination of initial cable forces in pre-stressed concrete cable-stayed bridges for given design deck profiles using the force equilibrium method 显示文摘	Chen D W Tham L G Lee P K	2000	Computers & Structures2000，74，1：	1
20	Bending of skew plates by spline-finite-strip method显示文摘	Tham L G Li W Y Cheung Y K Chen M J	1986	Computers & Structures1986，22，1：	1

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